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Home My WebLink About11 NATURES WAY DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Applicatio . TOWN OF SOUTH WINDSOR I�Q BUILDING DEPARTMENT AP 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230Date ungspeor v Application must be printed or typed FEE SCHEDULE �-1F;Yenant 1 1QCA� °n o(J b $0-$1,000=$13.00 S eet Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof nation Apt.No. 093 APPLICANT T e o, \ C 0 APPLICANT ADDRESS �- 0 � d 1 j x ri& APPLICANT PHONE# O W N S F,q OWNER Coo OWNER ADDRESS Cj O OWNER PHONE 2 — 2- C ;D ESTIMATED COST$ -3 C) �l U IS THIS A CONTRACT�OST? Yes 0 No FEE ENCLOSED$ TYPE OF JOB: OR-Co New Installation 0 Alteration/Addition/Repair Revised 8/99 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH BUILDING PERMIT APPLICATION? ❑ YES NO RESIDENTIAL BUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY O STORAGE ADDRESS O GARAGE O MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION �� j SIZE OF MAIN DRAIN NO.OF TOILETS_y�STYLE NO.URINALS STYLE NO.OF BATHTUBS Z NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS�_ SIZE �N. NO.OF STACKS�_ SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDO`J : ES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER �PFTANK SIZE OF WATER MAIN 1 SIZE OF WATER PIPING&RISER �� WATER HEATER: TYPE ��fn C MANUFACTURER S ' DESCRIPTION OF WORK vex-v g yJ o.�e-c s.��c� •� c\CA THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. -'I y CONTRA ORS LICENSE NO. TYPE STATE SIGNATURE SIGNATURE OF APPLICANT� 4�,1`'(V�t� �� DATE �J \1 / 6 RECEIVED SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT AUG 0 6 2004 11 NATURES WAY LOT_# 5 Reviewed By OUTHWINDSOM@T161-@E$-ng) 14 JACQUES CONSTRUCTION Date Reviewed4 , /Denied 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed ByAW anning) BP # 30223 Ph_# (860)432-1823 Date Reviewek UD Approved/Denied Date Submitted 00/00/00 ***** FOR C bf 0 *** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include Approved Denied N/A _(, 1 Approved building permit plan 2 Finish grading per approved building permit plan ✓ 3 Site work; i.e trees, shrubs, dumpsters, required parking ✓ 4. Utility location; a. sanitary sewer/septic system b. foundation drain ✓ c electrical & telephone ✓ d. water ✓ e other 64, ✓ 5 Sewer connection charge paid [/ 6 Appropriate certification ✓ 7 Bonding ✓ 8 Planning & Zoning/ Inland Wetlands Considerations A. Lighting B Signage Freestanding Wall C Fee in lieu of Open Space Sewer Permit No. Pav Exc # COMMENTS (a.,;� ".4- (n/mialk_o)c. Status #Ve-k NOTES: 1. THIS MAP IS DEPENDENT UPON THE MAP REFERENCED HEREON. 2. INFORMATION ON UTILITIES IN PART SUPPLIED BY THE CONTRACTOR. 3. FINAL GRADING NOT COMPLETE \ % �\ I 1 ` ` I � 1 ``, \% I I I 1 `� SEPTIC TANK END STONE TRENCH ♦ I , , I {` ♦ TOP TANK:322.37 TOP PIPE-316.90 Lot #4 Lot #3 ECB t o \` 1 ` ` ' \ %�18714 42 E INV(6"E)732 .65 ` � I \ Z3 ND GALLSCONC. GALLERY a, � , � -- �` �� i OP GALLERY:316.48 INV(15")N):127.7$ �1 ��J ♦ ! --t INV(15"N):'t27.78d? , @ \ —322— 0. 1 I W I / TF.333.42 \`� \ `329� M F 1 V EXISTJNGI Q WIINV(15'):328_00 ` ` ` ^2C �Y• I En UNDfIRDRAIN N - _ ( I 1 /Q 1 t l I ♦ II '� 1 1 ii 1 , CD 3 QO ' G 11 ' . 0,`� `�� ' RA\/El ORI 1 II 1+ I � � ' ' ` Z '► 11 R=55.00 1 L=119.41 I/ Tan=104. 0 I O / 11 1s 0 I � 1 11_1 - J , 0=124'23 1 1 •n:aze.aw n) P , 1 T 1 / 1 1 to I a 4A + $O i'/ ♦ - ?e. Tp 30 ID-BOX •` ' �' FF Cg32e8,T i I 791 I r) ITOP D-BOX:316.95 3Z0?5 3> t / , 1 F tj 'M TOP DX BOX:317.26 Lot #6 Do 1 10' CL&P CIA y 10s' ry I I, EASEMENT It N I / N gRFr1 I '� , II , 20' STREET TREE I, Ch 1 it M �� 1 4\ CONSU POp I 1 { It 1 '� I I r PVC 1 ? C EASEMENT IN FAVOR ` �1 X Tj — r I m0 Ir ^0 O/V t�ND CONC. GALLERY OF THE TOWN OF 1 �1 by FJ�i ; I �� ` I t 1 l t OP GALLERY:316.76 SOUTH WINDSOR ► w0 , ♦ 1 1 t ' O #J `� fir' �— 20' S.Y. END STONE TRENCH OPEN SPACE 11n ' ��,�` , ' f 1 OP PIPE 317.01 ' ' , 1 MAP REFERENCE: I 1 � ■ ■ ♦ ♦ � �� 3?ate 43 , SUBDIVISION PLAN. TOPOGRAPHIC PLAN. PROPERTY SURVEY/RESURVEY PREPARED 1 1 '�■00' AC. 260.13 FOR: VINTAGE HILLS, BARBER HILL ROAD SOUTH WINDSOR, CONNECTICU7 SHEET 11 ' OF 21, SCALE 1"-40' BY DATED}12-03-01 REVISED: 7/16/02 BY DESIGN l I ' _Y „ , ♦ / I I I 1 PROFESSICNALS, INC. t I ' I N87'14 42 E 1 i t FL-31&21 I I I I OPEN . PAC THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 1 ► 1 I , ♦ 1 I OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE , 1 ' 1 / r ` ♦ \ ♦ I 1 STATE OF CONNECTICUT' AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ' 1 1 I THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. i I I `� ♦ _ — 1 TO THE BEST OF MY KNO E AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. IL Tel. 860.291.8755 PREPARED �; SHEET 1.CATIONS o11ERwbE NOTED.B SED O G unurr REVISIONS GRAPHICD SCALE esign Fax 860.291•a7s7 IMPROVEMENT LOCATIONS AS SHOWN ARE BASED ON AVAILABLE WORMA"L ALL EXISTING U7R1M SHOULD BE��P"TO�1RX1M. VMTAGE HILLS MTAT�.y tic LOCATION N PLAN 1 B ,ACENSW ARE ro BE OR PF R O 1� rofessionals Inc. of BY A RUC ISED LAND SURVEYOR PIEIXt TO DRAW Or DWG Xv NO.:1430 a�s�rtiwis INVAtm traEss IT BEARS THE civil engineers• planners • surveyors NAF.� WAY R�aEmON SEAL AND 0raca+AL SMATURE 1 inch = 40 feet landscape architects • Cis •Cps SOUTH OF DE:PROtES510NAL E1 GINEER/SURVEYOR N0. DATE DESCRIPTION BY 165 South Sotell;te Road South mndeor. ConnecGeut 06074 VflNDSOR, CONNECTICUT At'FD BY.' 2oL DAL£S/3/Ds -1d3Q 0N/833NI0N3 8030NIM Hinos We 9 0 Dnv iE Woo Z'm j;.9,ju 011 u 0 P WtAda a as usio"a siar, Mons P qr Irl up aJ" I Pug 060 4111114 V% S)""Pua4"* soii^ sevp—q ve-d"00'0 41"Oft v"wo mwft 014L IN3114-LHVd3a Ounina JOspuihA qlnoS �II�a� a ShirleyWilhelm-CRS Approval Confirmation: Re uest No.334236 Page 1 From: <clpsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 4/21/04 2:16PM Subject: CRS Approval Confirmation: Request No. 334236 Your approval of the following CRS Request has been successfully processed. CRS Work Request M 334236 House No: Lot No: 5 Street Name: NATURE'S WAY Town Name: SOUTH WINDSOR, CT Inspector: CHRISTOPHER DOUGAN Approval Date: Apr 21, 2004 This e-mail, including any files or attachments transmitted with it, is confidential and intended for a specific purpose and for use only by the individual or entity to whom it is addressed. Any disclosure, copying or distribution of this e-mail or the taking of any action based on its contents,other than for its intended purpose, is strictly prohibited. If you have received this e-mail in error, please notify the sender immediately and delete it from your system. Any views or opinions expressed in this e-mail are not necessarily those of Northeast Utilities, its subsidiaries and affiliates(NU). E-mail transmission cannot be guaranteed to be error-free or secure or free from viruses, and NU disclaims all liability for any resulting damage,errors, or omissions. DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT y. TOWN OF SOUTH WINDSOR PERMIT# Applic BUILDING DEPARTMENT OV 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Oq 9 Z Date Build' Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 } Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 'M C�aE-� W S4cl(L-n APPLICANT ADDRESS APPLICANT PHONE# OWNER g Qx,.4-0 � `�2rf SOS lA11�2—I`!— W OWNER ADDRESS 3 S )or,CuyE ,o r-\�—O' O ♦ �, OWNER PHONE g�`Q_C� ( 11 C-A C = ESTIMATED COST$ IS THIS A CONTRACT COST? _Yes 1�No (� FEE ENCLOSED$ 1 t�r TYPE OF JOB: SOR-Cod _New Installation 1 Alteration/Addition/Repair Revised 4/01//2002 w APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A k9 -�!RESIDENTIAL BUILDING PERMIT APPLICATION? YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY 0 ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY 0 EDUCATIONAL O INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS O MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK o o; c�� -� `•�-, qo L---4 -.. cry a CATHE UNDERSIUNED HEREBY APPLIES FOR A PERMIP I I 10 PERFORM THE WORK DESCRIBED AND ISTO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE N TYPE STATE SIGNATURE OF APPLICANT DATE ZZ Assured Energy Solutions, Inc. 188 Percival Ave. 1 Kensington, CT 06037 ' 860-221-5033 860-828-0089 1, Afic•hael Sagan authorize 'Q U Pf, n to lull an Piping permit for the`following job.- Name:— J aVV'J-a �r 'VA-Lb or W LI'r Locati6n: kk-_}.2OJ lX Lb WO ( S.ly'r',An l I U Olaa7`� Phone; g4u_ Uqq- A4,;t-, 1)escription of job: n S V job Dare: L01240q job cost: ZIy) Authorize signature: License# 390077 min HEATING,PIPING&COOLING LIMUED C01V"I' n'OIt M1CF1ARi.W SAG.�N 51 WOODRI 1FF LANE K.1:NSI7v(iTON.CJ'06037 TYPE: D 1 663 _ ._�—XWJ ''�04 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE 0 0 SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES *0 NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK J C" �'Y► THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. r /� /0 3 5f 9 0 ---7 1-7 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE v� D DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR $ q - BUILDING DEPARTMENT OVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date Bui t g Inspector Application must be printed or typed FEE SCHEDULE \\ — Location of Job: F .s � v r r S A) n$0-$1,000=$15.00 Street Lot No.Over$1,000= $15.00 per$1,000 or any fraction thereof gnation :X�pt. . APPLICANT �1 APPLICANT ADDRESS '7 (� r P_(' /D!— y APPLICANT PHONE# 8 7 V 2 3 6 6 W N S£� OWNER c7 G.G U r S 0 ri S 1"1—11 r OWNER ADDRESS t; ty epr. 17 to �d OWNER PHONE 'y / C ESTIMATED COST$ IS THIS A CONTRACT COST? CL Yes No FEE ENCLOSED$ 9 D . O D 'OS ON� TYPE OF JOB: R C New Installation —Alteration/Addition/Repair Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT • P RMIT# TOWN OF SOUTH WINDSOR Application is hereby: ( U Z BUILDING DEPARTMENT VED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Buildi nspector Application must be printed or typed FEE SCHEDULE FT Location of Job: $0-$1,000=$15.00 S eet Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. o-69 APPLICANT _! APPLICANT ADDRESS APPLICANT PHONE# O W N S F,q OWNER e OWNER ADDRESS ��1 R c, co� OWNER PHONE C ;Z) ESTIMATED COST$ Can O O IS THIS A CONTRACT COST? "Yes _No FEE ENCLOSED$ 1��S O�� TYPE OF JOB: O R C VNew Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF YSTEM: TYPE OF BUILDING: HEATING RESIDENTIAL ❑A/C 4COMMERCIAL ❑ VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC ElWARM AIR ❑UNIT RADIANT HEATER E STING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUI MENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-('PM OIL TANK LOCATION:❑INSIDE❑ OUTSIDE CAPACITY ❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK 6-�Jn nc (A A-�\ 1 J S-,�p (� THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. \T\YPE STATE SIGNATURE OF APPLICANT� \ . i�-p,T�d DATE @ 4 Project#: 031004-037-ET Heat Loss Details u onor Date: Mar 10, 2004 wIRSBOO Prepared For: Imperial Oil Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone:8606494563 Fax: 8606497529 Email: Heatmaster2000@Yahoo.com Project Summary Project#: 031004-037-ET Project Name: New House Project Location: Some first floor, all basement Design Data Location: (User-Specified Location) Outdoor Temperature: 0 OF Total Area: 3,502 ft2 Construction Quality: Average Quality Total Floor Downward: 6,810 Btu/hr Total Ceiling Upward: 1,416 Btu/hr Total Infiltration: 15,374 Btu/hr Total Other Components: 22,761 Btu/hr Net Heat Loss: 46,359 Btu/hr Net Radiant Load: 46,359 Btu/hr Total Supplemental Heat: 0 Btu/hr Heat Loss Data utility (Floorplan 1) Total Area: 79 ft2 Infiltration: 314 Btu/hr Average Height: 8 it Floor Downward: 113 Btu/hr Volume: 630 W Ceiling Upward: 178 Btu/hr Perimeter Exposed: 22 ft Other Components: 1,557 Btu/hr Air Changes: 0.4/hr Total Heat Loss: 2,161 Btu/hr RoomTemperature: 70°F Supplemental: (0)Btu/hr Total Radiant Load: 2,161 Btu/hr Floor Unit Load: 27.4 Btu/ft'/hr Radiant Load to Room: 2,048 Btu/hr Floor Unit Load Load To Room: 25.9 Btu/ft2/hr Floor Total Area: 79 ft2 Downward Load: 113 Btu/hr Unheated Area: 0 ft2 Heated Area: 79 ft2 Construction: Joist(16"OC) Cover Rv: 0.6°F•ft2•hr/Btu Structure Rv: 1 °F ft2•hr/Btu Insulation Rv: 19°F•ft2•hr/Btu Space Below Heated: From Different Source Surface Temperature: 83°F Page 1 of 10 Created using Wirsbo Advanced Design Suite-Version 5.0(Revision 10) 1101" Project#: 031004-037-ET Heat Loss Details U 0 wIRSBO., Date: Mar 10, 2004 Prepared For: Imperial Oil Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone: 8606494563 Fax:8606497529 Email: Heatmaster1000@Yahoo.com Ceiling Total Area: 79 ft2 Upward Load: 178 Btu/hr Unheated Area: 79 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 30°F•ft2•hr/Btu Space Above Heated: No Other Components Component Length(ft) Width/Height Area(ft2) Rv(°F-ft2-hr/Btu) Heat Loss(Btu/hr) Wall 1 22 8 176 19 1557 Door 1 7 3 21 2 735 Window 1 8 1 8 2 280 mud & half bath (Floorplan 1) Total Area: 156 ft2 infiltration: 620 Btu/hr Average Height: 8 ft Floor Downward: 138 Btu/hr Volume: 1,245 ft3 Ceiling Upward: 351 Btu/hr Perimeter Exposed: 7.3 ft Other Components: 1,530 Btu/hr Air Changes: 0.4/hr Total Heat Loss: 2,640 Btu/hr RoomTemperature: 70 OF Supplemental: (0)Btu/hr Total Radiant Load: 2,640 Btu/hr Floor Unit Load: 16.9 Btu/ft2/hr Radiant Load to Room: 2,502 Btu/hr Floor Unit Load Load To Room: 16.0 Btu/ft2/hr Floor Total Area: 156 ft2 Downward Load: 138 Btu/hr Unheated Area: 0 ft2 Heated Area: 156 ft2 Construction: Joist(16"OC) Cover Rv: 0.6°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 19"F•ft2•hr/Btu Space Below Heated: From Different Source Surface Temperature: 78 OF Page 2 of 10 Created using Wirsbo Advanced Design Suite-Version 5.0(Revision 10) Heat Loss Details U 01101' Project#: 031004-037-ET Date: Mar 10, 2004 wIQSBO' Prepared For: Imperial Oil Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone:8606494563 Fax: 8606497529 Email: Heatmaster2000@Yahoo.com Ceiling Total Area: 156 ft2 Upward Load: 351 Btu/hr Unheated Area: 156 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hrBtu Insulation Rv: 30°F•ft2•hr/Btu Space Above Heated: No Other Components Component Length(ft) Width/Height/ Area(ft2) Rv(°F-ft2-hr/Btu) Heat Loss(Btu/hr) Wall 1 7.3 8 58 19 1530 Door 1 7 3 21 2 735 Door 2 7 3 21 2 735 Wall 5 8 40 19 0 kitchen/breakfast (Floorplan 1) Total Area: 393 ft2 Infiltration: 1,957 Btu/hr Average Height: loft Floor Downward: 325 Btu/hr Volume: 3,928 W Ceiling Upward: 887 Btu/hr Perimeter Exposed: 45 ft Other Components: 3,067 Btu/hr Air Changes: 0.4/hr Total Heat Loss: 6,236 Btu/hr RoomTemperature: 70 OF Supplemental: (0)Btu/hr Total Radiant Load: 6,236 Btu/hr Floor Unit Load: 19.0 Btu/ft2/hr Radiant Load to Room: 5,911 Btu/hr Floor Unit Load Load To Room: 18.0 Btu/ft2/hr Floor Total Area: 393 ft2 Downward Load: 325 Btu/hr Unheated Area: 64 ft2 Heated Area: 329 ft2 Construction: Joist(16"OC) Cover Rv: 0.6°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 19°F•ft2•hr/Btu Space Below Heated: From Different Source Surface Temperature: 79 OF Page 3 of 10 Created using Wirsbo Advanced Design Suite-Version 5.0(Revision 10) 1 Heat Loss Details U 01101" Project#: 031004-037-ET w�QSB�� Date: Mar 10, 2004 Prepared For: Imperial Oil Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone: 8606494563 Fax: 8606497529 Email: Heatmaster2000@Yahoo.com Ceiling Total Area: 393 ft2 Upward Load: 887 Btu/hr Unheated Area: 393 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0"F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 30°F•ft2•hr/Btu Space Above Heated: No Other Components Component Length(ft) Width/Height Area(ft2) Rv(°F-ft2-hr/Btu) Heat Loss(Btu/hr) Wall 45 10 450 19 3067 Window 1 12 1 12 2 420 Window 2 33 1 33 2 1155 family (Floorplan 1) Total Area: 275 ft2 Infiltration: 2,059 Btu/hr Average Height: loft Floor Downward: 224 Btu/hr Volume: 2,755 ft3 Ceiling Upward: 0 Btu/hr Perimeter Exposed: 19 ft Other Components: 2,015 Btu/hr Air Changes: 0.4/hr Total Heat Loss: 4,298 Btu/hr RoomTemperature: 70°F Supplemental: (0)Btu/hr Total Radiant Load: 4,298 Btu/hr Floor Unit Load: 15.6 Btu/ft2/hr Radiant Load to Room: 4,074 Btu/hr Floor Unit Load Load To Room: 14.8 Btu/ft2/hr Floor Total Area: 275 ft2 Downward Load: 224 Btu/hr Unheated Area: 0 ft2 Heated Area: 275 ft2 Construction: Joist(16"OC) Cover Rv: 0.6°F•ft2•hrBtu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 19°F•ft2•hr/Btu Space Below Heated: From Different Source Surface Temperature: 77.4°F Page 4 of 10 Created using Wirsbo Advanced Design Suite-Version 5.0(Revision 10) ti IIOf Project#: 031004-037-ET Heat Loss Details U O Date: Mar 10, 2004 wIRSBO" Prepared For: Imperial Oil Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone:8606494563 Fax: 8606497529 Email: Heatmaster2000@Yahoo.com Ceiling Total Area: 275 ft2 Upward Load: 0 Btu/hr Unheated Area: 275 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 30 OF-ft2•hr/Btu Space Above Heated: From Different Source Other Components Component Length(ft) Width/Height Area(ft2) Rv(°F-ft2-hr/Btu) Heat Loss(Btu/hr) Wall 1 19 10 190 19 2015 Window 1 21 2 42 2 1470 master bed (Floorplan 1) Total Area: 258 ft2 Infiltration: 1,283 Btu/hr Average Height: loft Floor Downward: 160 Btu/hr Volume: 2,576 ft3 Ceiling Upward: 0 Btu/hr Perimeter Exposed: 16 ft Other Components: 1,623 Btu/hr Air Changes: 0.4/hr Total Heat Loss: 3,066 Btu/hr RoomTemperature: 70°F Supplemental: (0)Btu/hr Total Radiant Load: 3,066 Btu/hr Floor Unit Load: 11.9 Btu/ft2/hr Radiant Load to Room: 2,906 Btu/hr Floor Unit Load Load To Room: 11.3 Btu/ft2/hr Floor Total Area: 258 ft2 Downward Load: 160 Btu/hr Unheated Area: 0 ft2 Heated Area: 258 ft2 Construction: Joist(16"OC) Cover Rv: 0.6°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 19°F•ft2•hr/Btu Space Below Heated: From Different Source Surface Temperature: 75.6°F Page 5 of 10 Created using Wirsbo Advanced Design Suite-Version 5.0(Revision 10) 1 ' Heat Loss Details U Ot101' Project#: 031004-037-ET Date: Mar 10, 2004 wIQSBO" Prepared For: Imperial Oil Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone: 8606494563 Fax: 8606497529 Email: Heatmaster2000@Yahoo.com Ceiling Total Area: 258 ft2 Upward Load: 0 Btu/hr Unheated Area: 258 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 30°F•ft2•hr/Btu Space Above Heated: From Different Source Other Components Component Length(ft) Width/Height Area(W) Rv(OF-ft2-hr/Btu) Heat Loss(Btu/hr) Wall 1 16 10 160 19 1623 Window 1 9 2 18 2 630 Window 2 15 1 15 2 525 master bath (Floorplan 1) Total Area: 155 ft2 Infiltration: 772 Btu/hr Average Height: loft Floor Downward: 147 Btu/hr Volume: 1,550 ft3 Ceiling Upward: 0 Btu/hr Perimeter Exposed: 25 ft Other Components: 1,892 Btu/hr Air Changes: 0.4/hr Total Heat Loss: 2,811 Btu/hr RoomTemperature: 70"F Supplemental: (0)Btu/hr Total Radiant Load: 2,811 Btu/hr Floor Unit Load: 18.1 Btu/ft2/hr Radiant Load to Room: 2,664 Btu/hr Floor Unit Load Load To Room: 17.2 Btu/ft2/hr Floor Total Area: 155 ft2 Downward Load: 147 Btu/hr Unheated Area: 0 ft2 Heated Area: 155 ft2 Construction: Joist(16"OC) Cover Rv: 0.6°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 19°F•ft2•hr/Btu Space Below Heated: From Different Source Surface Temperature: 78.6°F Page 6 of 10 Created using Wirsbo Advanced Design Suite-Version 5.0(Revision 10) Heat Loss Details U 01101' Project#: 031004-037-ET WIRS801 Date: Mar 10, 2004 Prepared For: Imperial Oil Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone:8606494563 Fax: 8606497529 Email: Heatmaster2000@Yahoo.com Ceiling Total Area: 155 ft2 Upward Load: 0 Btu/hr Unheated Area: 155 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 30°F-ft2•hr/Btu Space Above Heated: From Different Source Other Components Component Length(ft) Widt(/H)eight Area(ft2) Rv(OF-ft2-hr/Btu) Heat Loss(Btu/hr) wall 25 10 250 19 1892 Window 1 6 1 6 2 210 Window 2 25 1 25 2 875 WIC (Floorplan 1) Total Area: 159 ft2 Infiltration: 790 Btu/hr Average Height: loft Floor Downward: 95 Btu/hr Volume: 1,586 W Ceiling Upward: 0 Btu/hr Perimeter Exposed: 25.3 ft Other Components: 932 Btu/hr Air Changes: 0.4/hr Total Heat Loss: 1,817 Btu/hr RoomTemperature: 70°F Supplemental: (0)Btu/hr Total Radiant Load: 1,817 Btu/hr Floor Unit Load: 11.4 Btu/ft2/hr Radiant Load to Room: 1,722 Btu/hr Floor Unit Load Load To Room: 10.8 Btu/ft2/hr Floor Total Area: 159 ft2 Downward Load: 95 Btu/hr Unheated Area: 0 ft2 Heated Area: 159 ft2 Construction: Joist(16"OC) Cover Rv: 0.6°F•ft2•hr/Btu Structure Rv: 1 °F-ft2•hr/Btu Insulation Rv: 19°F•ft2•hr/Btu Space Below Heated: From Different Source Surface Temperature: 75.4°F Page 7 of 10 Created using Wirsbo Advanced Design Suite-Version 5.0(Revision 10) Heat Loss Details U 01101' Project#: 031004-037-ET Date: Mar 10, 2004 wIQSBO' Prepared For: Imperial Oil Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone:8606494563 Fax: 8606497529 Email: Heatmaste►2000@Yahoo.com Ceiling Total Area: 159 ft2 Upward Load: 0 Btu/hr Unheated Area: 159 ft2 Heated Area: 0 ft2 Construction: Gypsum Wail board Cover Rv: 0°F•ft2-hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 30°F•ft2•hr/Btu Space Above Heated: From Different Source Other Components Component Length(ft) Width/Height Area(ft2) Rv(OF-ft2-hr/Btu) Heat Loss(Btu/hr) Wall 25.3 10 253 19 932 storage left (Basement) Total Area: 700 ft2 Infiltration: 2,616 Btu/hr Average Height: loft Floor Downward: 1.199 Btu/hr Volume: 7,000 ft3 Ceiling Upward: 0 Btu/hr Perimeter Exposed: 81 ft Other Components: 3,962 Btu/hr Air Changes: 0.3/hr Total Heat Loss: 7,776 Btu/hr RoomTemperature: 70 OF Supplemental: (0)Btu/hr Total Radiant Load: 7,777 Btu/hr Floor Unit Load: 11.1 Btu/ft2/hr Radiant Load to Room: 6,578 Btu/hr Floor Unit Load Load To Room: 9.4 Btu/ft2/hr Floor Total Area: 700 ft2 Downward Load: 1,199 Btu/hr Unheated Area: 0 ft2 Heated Area: 700 ft2 Construction: Concrete Slab Depth: 4 in Cover Rv: 0.6°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 10°F•ft2•hr/Btu Surface Temperature: 74.7 OF Ceiling Total Area: 700 ft2 Upward Load: 0 Btu/hr Unheated Area: 700 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 30°F-ft2•hr/Btu Space Above Heated: From Different Source Page 8 of 10 Created using Wirsbo Advanced Design Suite-Version 5.0(Revision 10) Heat Loss Details 100 U 01101" Project#: 031004-037-ET WIRSBO' Date: Mar 10, 2004 Prepared For: Imperial Oil Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone: 8606494563 Fax: 8606497529 Email: Heatmaster2000@Yahoo.com Other Components Component Length(ft) Width/Height Area(ft2) Rv(OF-ft2-hr/Btu) Heat Loss(Btu/hr) wall 81 10 810 19 3962 Window 1 8 5 40 2 1400 game room (Basement) Total Area: 624 ft2 Infiltration: 2,332 Btu/hr Average Height: loft Floor Downward: 1,458 Btu/hr Volume: 6,240 ft' Ceiling Upward: 0 Btu/hr Perimeter Exposed: 42 ft Other Components: 1,329 Btu/hr Air Changes: 0.3/hr Total Heat Loss: 5,118 Btu/hr RoomTemperature: 70°F Supplemental: (0)Btu/hr Total Radiant Load: 5,118 Btu/hr Floor Unit Load: 8.2 Btu/ftz/hr Radiant Load to Room: 3,660 Btu/hr Floor Unit Load Load To Room: 5.9 Btu/ft2/hr Floor Total Area: 624 ft2 Downward Load: 1,458 Btu/hr Unheated Area: 0 ft2 Heated Area: 624 ft2 Construction: Concrete Slab Depth: 4 in Cover Rv: 3°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 10°F•ft2•hr/Btu Surface Temperature: 72.9°F Ceiling Total Area: 624 ft2 Upward Load: 0 Btu/hr Unheated Area: 624 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Structure Rv: 1 OF-ft2•hr/Btu Insulation Rv: 30°F•ft2•hr/Btu Space Above Heated: From Different Source Other Components Component Length(ft) Widt h/H,eight Area(ft2) Rv(OF•ff-hr/Btu) Heat Loss(Btu/hr) Wall 42 10 420 19 1329 Page 9 of 10 Created using Wirsbo Advanced Design Suite-Version 5.0(Revision 10) r. IIOf Project#: 031004-037-ET Heat Loss Details U O wIQSBO" Date: Mar 10, 2004 Prepared For: Imperial Oil Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone: 8606494563 Fax: 8606497529 Email: Heatmaster2000@Yahoo.com rec room (Basement) Total Area: 704 ft2 Infiltration: 2,631 Btu/hr Average Height: loft Floor Downward: 2,951 Btu/hr Volume: 7,040 W Ceiling Upward: 0 Btu/hr Perimeter Exposed: 76 ft Other Components: 4,854 Btu/hr Air Changes: 0.3/hr Total Heat Loss: 10,435 Btu/hr RoomTemperature: 70°F Supplemental: (0)Btu/hr Total Radiant Load: 10,436 Btu/hr Floor Unit Load: 14.8 Btu/ft2/hr Radiant Load to Room: 7,485 Btu/hr Floor Unit Load Load To Room: 10.6 Btu/ft2/hr Floor Total Area: 704 ft2 Downward Load: 2,951 Btu/hr Unheated Area: 0 ft2 Heated Area: 704 ft2 Construction: Concrete Slab Depth: 4 in Cover Rv: 3°F-ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 10°F•ft2•hr/Btu Surface Temperature: 75.3°F Ceiling Total Area: 704 ft2 Upward Load: 0 Btu/hr Unheated Area: 704 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 30°F-ft2•hr/Btu Space Above Heated: From Different Source Other Components Component Length(ft) Width/Height Area(ft2) Rv(OF-ft2-hr/Btu) Heat Loss(Btu/hr) Wall 76 10 760 19 4854 Door 1 21 2 42 2 1470 Window 1 14 2 28 2 980 Heat Loss Comments heat loss Page 10 of 10 Created using Wirsbo Advanced Design Suite-Version 5.0(Revision 10) DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# TOWN OF SOUTH WINDSOR Application' BUILDING DEPARTMENT D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 {p3 Date Building Inspector Application must be printed or typed FEE SCHEDULE I' Location of Job: $0-$1,000=$15.00 Street No. S eet Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ?�GCX*% APPLICANT ADDRESS 6 O�V6 p-ZLC7�� SJYL CT 06�� APPLICANT PHONE# 8lOo .ZBZ. e I 0 W N S£q OWNER ��'QG6T GP0.!i�-W71-atl CD OWNER ADDRESS �— OF" OWNER PHONE 8'00 . T32- A Z-3 ESTIMATED COST$ w IS THIS A CONTRACT COST? es _No x► FEE ENCLOSED$ yb SO �� TYPE OF JOB: OR'C New Installation Alteration/Addition/Repair Revised 4/01H2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) • TYPE OF SYSTEM: TYPE OF BUILDING: -AiKHEATING RESIDENTIAL ;ef;A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. -HYDRONIC WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE cO OF INSIDE -OF DIFFERENCE-7� TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL REATING gOUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL O OIL--GPM OIL TANK LOCATION:❑INSIDE❑OUTSIDE CAPACITY ❑GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE.7Q OF DIFFERENCE °F TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DES��'W�,.BIE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE — COOLING CAPACITY(BTUH) lei tab VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK.19c CT yo yl� �1 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLIC DATE 7_7"ay r 7 i •t � � I TY ,. 1 VINTAGE .HILLS, LOT-5 MAC LOAD'ANALYSIS for .ads Prepared By. Michael Delasco Deico Air,Inc. 11 Sea Pave Road. South WMds",CT 06074 (660)282-0811 04-06-2004 1/eIV.R' s iuic: :v�rt.Os f!!5 iai a :wi 01e�i ioi�ea iooi Pia tm Project Vintage Hills, Lot 5 Company: Delco Air, Inc. Client Representative: Michael Delasco ;Address: Address: 11 Sea Pave Road. ,City: City: South Windsor, CT OW74 Phone: Phone: (860)282-0811 Fax Fax (860)528-9690 Comment kV Dieu A. Project Name: Vintage Hills, Lot 5 Reference City: Hartford, Connecticut Dairy Temperature Range: Medium Latitude: 41 Degrees Elevation: 19 Feet Elevation Sensible Adj. Factor. 1.000 Elevation Total Adj. Factor. 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter. 0 N/A WA 72 WA Summer: 90 73 50% 75 30 .............. ...................................................................................................... .................................................................................................................................. Total Building Supply CFM: 3380 CFM per square foot: 0.758 Square feet of room area: 4,459 Square feet per ton: 680.419 Buililln}Loads::::::::::::::::............:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Total heating required with outside air: 194,828 Btuh 194.828 MBH Total sensible gain: 60,277 Btuh 96 % Total latent gain: 2,457 Btuh 4 % Total cooling required with outside air: 62,734 Btuh 5.228 Tons(based on sensible+ latent) 6.553 Tons(based on 77%sensible capacity) ........................................................................................................................... .. ... ....................................................................................................................................................... .Notes :::::::::::::::::::: ............ ............ ...... .......................................... ............................. :::: Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. !wy! =leer!girt!!!�lit ore!! !±+ !++lH!y + :b..!;'' !+>I!I'!! !1 1 iE!r4ti!4 �ieN.rc' s yuc: war.0., ra a ! . ... Wait a10W A4%0l : :...:% 4 �m. .. .t1�I�1is�IttsiE. ft�iY Component Area- Son. Lat. Son. Total Description Quin Loss Gain Gain Gain 3D Window Double Pane Low Emit Wood Frame 352 9J51 0 6,336 6,336 11A Door Metal Fiberglass Core 42 892 0 248 248 13H Part R 19+W GypsumBoard(R-0.5) 3,270 7,062 0 1,961 1,961 16A Ceiling No Insulation 2,209 96,270 0 37,648 37,648 16G Ceiling R-30 Insulation 1,600 3,802 0 2,059 2,059 19A Floor Over Basement/Encl Crawl Hardwood No Insulation 2,209 24,811 0 0 0 Subtotals for structure: 9,682 140.98 0 48.252 48,252 8 Active people: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork: 0 32,471 0 10,046 10,046 Infiltration:Winter CFM: 270.0,Summer CFM: 120.0 394 21,369 2,457 1,979 4,436 Ventilation:Winter CFM:0.0, Summer CFM:0.0 0 0 0 0 0 Sensible Gain Total: 60,277 Temperature Spring Multiplier X1.00 Building Load Totals: 194,82 2,457 60,277 62,734 8 ................................ Total Building Supply CFM: 3380 CFM per square foot: 0.758 Square feet of room area: 4,459 Square feet per ton: 680.419 ................................. Building:Loi3di§-: Total heating required with outside air. 194.828 Btuh 194.828 MBH Total sensible gain: 60,277 Btuh 96 % Total latent galn: 2,467 Btuh 4 % Total cooling required with outside air. 62,734 Btuh 5.228 Tons(based on sensible+latent) 6.553 Tons(based on 77%sensible capacity) IVotss Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. YeFi.� a iuc: ..ii .. .his.. !iM. it4bbs Leif p4 M• ..... �t4111�ZA11+1 t�:4u..i brsil�:::::::::::::::::::::::::::::.::.::::.::.:.. ... ..... ......................--.............................. Component Area Son. Lat Son. Total Description Civan Loss Gain Gain Gain 3D Window Double Pane Low Emit Wood Frame 88 2,288 0 1,584 1,584 13H Part R 19+ irr GypsumBoard(R-0.5) 1,672 3,611 0 1,003 1,003 16G Ceiling R-0 Insulation 1,600 3,802 0 2,059 2,069 Subtotals for structure: 3,360 9,701 0 4,646 4,646 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork: 0 6,214 0 1,325 1,325 Infiltration:Winter CFM: 270.0, Summer CFM: 120.0 88 21,369 2,457 1,979 4,436 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 n/a n/a n/a n/a Sensible Gain Total: 7,950 Temperature Swing Multiplier X1.00 Zone Load Totals: 37,284 2,457 7,950 10,407 ... . . ......................................................................... ...................... :irh cic: ....................:::::::::: :::::::::::::::::::::::::;::::::::::::::::::::::::::::::: Supply CFM: 1,000 CFM per square foot 0.444 Square feet of room area: 2,250 Square feet per ton. . 2,527.473 -ltori%ioads: ................... Total heating required with outside air. 37,284 Btuh 37.284 MBH Total sensible gain: 7,950 Btuh 76 % Total latent gain: 2,457 Btuh 24 % Total cooling required with outside air. 10,407 Btuh 0.867 Tons(based on sensible+ latent) 0.890 Tons(based on 77%sensible capacity) li�ivze=R;;i ; ii;i sae�«iulMn►?cL: s tsF4�•: YeN�R i 711C: :1fNiiit Q10li!i P >!i LON i.. w .. Component Area Son. Lat Son. Total ' Description Chian Loss Gain Gain Galn 3D Window Double Pane Law Emit Wood Frame 264 6,863 0 4,752 4.752 11A Door Metal Fiberglass Core 42 '892 0 -248 248 13H Part R-19+ W GypsumBoard(R-0.5) 1,598 - 3,451 0 958 958 16A Ceiling No Insulation 2,209 95,270 0 37,648 37,648 19A Floor Over Basement(Encl Crawl Hardwood No insulation 2,209 24,811 0 0 0 Subtotals for structure: 6,322 131,28 0 43,606 43,606 7 Active people: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork: 0 26,257 0 8,721 8,721 Infiltration:Winter CFM:0.0,Summer CFM:0:0 306 0 0 0 0 Ventilation:Winter CFM:0.0,Summer CFM:0.0 0 n!a n/a n/a n/a Sensible Gain Total: 52,327 Temperature Swing Multiplier- X1.00 Zone Load Totals: 157.54 0 62.327 52,327. 4 Ch6dk:Figures Supply CFM: 2,380 CFM per square foot: 1.077 Square feet of room area: 2,209 Square feet per ton: 6W.584 Zone:L•oads::::::::: Total heating required with outside air: 157,544 Btuh 157.544 MBH Total sensible gain: 62.327 Btuh 100 % Total latent gain: Btuh 0 % Total cooling required with outside air: 52,327 Btuh 4.361 Tons(based on sensible+latent) 4.361 Tons(based on 77%sensible capacity) APPLICATION FOR ELECTRICAL PERMIT Continued from reverse side TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A &RESIDENTIAL BUILDING PERMIT APPLICATIONIV,YES ❑NO ❑BUSINESS I CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE F U ITJRE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/W UNG METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK W°r °��l i"Q ro jr)d ebb It lA £�u� THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. lasu9q CT CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE o�01. DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Applicatio TOWN OF SOUTH WINDSOR (s cy 93 BUILDING DEPARTMENT RO 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 S 01192 L IkL i Date uilding n or Application must be printed or typed Location of Job: FEE SCHEDULE $0-$1,000=$15.00 Street No. Street :Loto.Over$1,000$15.00 per$1,000 -- or any fraction thereof Tenant Designation A APPLICANT p PC< O-N APPLICANT ADDRESS v T to --- 1?>P-1 �k-j OIGO�J APPLICANT PHONE# $UfC7" OW N S A t OWNER �CL" - OWNER ADDRESS 3 S ors 0L" j• W �C�O�'1 t � �la61`4 - ♦ ,r OWNER PHONE ��O l��-(,( ' d�a 5 � •" t bba�•-- C ESTIMATED COST$ / IS THIS A CONTRACT COST? _Yes V No { FEE ENCLOSED$ S°U 100 TYPE OF JOB: DSO R-Cod _New Installation Alteration/Addition/Repair Revised 4/01//2002 Electric # 0.0.1 APPLICATION FOR BUIL ING PERMIT Plumbing# S 11 Natures Way Date: 4 0 3 HVAC # [Zl 5 U I IZ?ju'r Sprinkler# 3 0 2 2 3 FINAL APPROVALS -- - - Estimated Cost $ Permit Fee $ /S Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit for CO. j SIGN ON REVERSE SIDE pp - ---—- -- Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant C G 60 Lo ation of Work M-S Lot No. Applicant's dress & Tel.# LI3a- ( $X� Town D 0 • vv S Zip 0 Lic.# �1 $� Owner Architect Owner's Address Architect's Address Zip Zi Sq. Ft. New Area: 1 st Fl. 2nd FI. 1 t q b r FI. Total New Area �, �f9 Purpose of this permit C o—r1v c City Wat Well❑ Septic System Sewer❑ Ins: HO SP Cert. Area /Zi BasementE,-A, Garage Approved by Date Use Group ZZY Construction Type f Revised 6102 I hereby agree to conform to all the requiremerrts of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Budding Inspector of any alteration in the plans or specificab"of the Building for which this permit is asked,and agree that this is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in whe i d its use is allowed. Signed ^, I hereby apply for a Certificate of or �*Z7 lication for the permit. Signed ISO NOT WRITE BELO HIS aE INSPECTION COMMENTS Location of Job: AFFIDAVIT Additional Fee$ 1170 . 00 State of Connecticut ss.South Windsor County of Hartford \ Owner of `�Q�-CQ(JCS (0-6 yC ent for the building erected Contractor under Permit No. 3 0 2 2 3 issued by the Building Department of the Town of South Windsor being duly sworn,make oath and say that the actual cost of the completed work authorize nder said ermit did not exceed the most current accepted BOCA value of$ 216 IF 345 . 36 Signed Subscribed and sworn to before me this day of A.D.20_ Estimated Cost$ 13 8 ,714 . 0 0 Difference: $ 77, 631 . 36 Notary Public Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-30223-B 100,000 B01 FOOTING 12/10/03 JFF A WITH CONTRACTOR B02 FOUNDATION 12/23/03 JFF A WITH CONTRACTOR JOHN JACQUES WATERPROOFING AN PERIMETER FOOTING DRAINS BOS FIREPLACE/CHIMNEY 02/25/04 JFF A WITH CONTRACTOR SOUTH END CELLAR FIREPLACE NEED EXTERNAL MAKE UP AIR B01 FOOTING 02/25/04 JFF A 6 14IN PIERS FEONT OF STRUCTURE B09 OTHER 02/26/04 JFF WENT OVER SECT 1006 CHIMNEY MAKE UP AIR WITH CONTRACTOR B05 FIREPLACE/CHIMNEY 04/05/04 JFF A WITH CONTRACTOR INTERIOR FIREPLACE P03 ROUGH 04/19/04 JFF A VENT AN COPPER WITH TIM E01 SERVICE 04/21/04 JFF A WITH ROSA OK TO RELEASE TO NU B03 FRAMING (ROUGH) 04/30/04 JFF D WITH JOHN JACQUES RECEIVED MICRO SPECS REPLAC HEADER AT FIREPLACE E03 ROUGH 04/30/04 JFF D WITH JOHN JACQUES NEED TO COMPLETE ROOF COVERING B03 FRAMING (ROUGH) 05/03/04 JFF A WITH JOHN JACQUES E03 ROUGH 05/03/04 JFF A WITH JOHN JACQUES B04 INSULATION 05/06/04 JFF D 2ND FLOOR COMPLETED REINSPECT 1ST FLOOR Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- B04 INSULATION 05/07/04 PJP A W/JOHN J, P02 UNDERGROUND 05/10/04 JFF A WITH CONTRACTOR B03 FRAMING (ROUGH) 06/11/04 JFF A BASEMENT WITH JOHN JACQUES E03 ROUGH 06/11/04 JFF A BASEMENT WITH JOHN JACQUES B05 FIREPLACE/CHIMNEY 06/11/04 JFF A BASEMENT WITH JOHN JACQUES MAKE UP AIR PROVID ED B04 INSULATION 06/17/04 CJD A B10 FINAL 08/10/04 PJP D ND TEST SMOKES,COVER FRESH AIR FP,LABEL PANEL INSULATE CEILING MECHRM,SECURE JAC.OTLT&BOND B10 FINAL 08/12/04 PJP A W/JOHN, BLOCKING SLIDER, B10 FINAL 08/12/04 PJP A CLOSEOUT **-11588-P 3,000 **-12202-H 3,000 **-12150-H 26,714 **-18893-E 6,000 Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-30223-B 100,000 BO1 FOOTING 12/10/03 JFF A WITH CONTRACTOR B02 FOUNDATION 12/23/03 JFF A WITH CONTRACTOR JOHN JACQUES WATERPROOFING AN PERIMETER FOOTING DRAINS BOS FIREPLACE/CHIMNEY 02/25/04 JFF A WITH CONTRACTOR SOUTH END CELLAR FIREPLACE NEED EXTERNAL MAKE UP AIR B01 FOOTING 02/25/04 JFF A 6 141N PIERS FEONT OF STRUCTURE B09 OTHER 02/26/04 JFF WENT OVER SECT 1006 CHIMNEY MAKE UP AIR WITH CONTRACTOR B05 FIREPLACE/CHIMNEY 04/05/04 JFF A WITH CONTRACTOR INTERIOR FIREPLACE P03 ROUGH 04/19/04 JFF A VENT AN COPPER WITH TIM E01 SERVICE 04/21/04 JFF A WITH ROSA OK TO RELEASE TO NU B03 FRAMING (ROUGH) 04/30/04 JFF D WITH JOHN JACQUES RECEIVED MICRO SPECS REPLAC HEADER AT FIREPLACE E03 ROUGH 04/30/04 JFF D WITH JOHN JACQUES NEED TO COMPLETE ROOF COVERING B03 FRAMING (ROUGH) 05/03/04 JFF A WITH JOHN JACQUES E03 ROUGH 05/03/04 JFF A WITH JOHN JACQUES B04 INSULATION 05/06/04 JFF D 2ND FLOOR COMPLETED REINSPECT 1ST FLOOR B04 INSULATION 05/07/04 PJP A W/JOHN J, P02 UNDERGROUND 05/10/04 JFF A WITH CONTRACTOR B03 FRAMING (ROUGH) 06/11/04 JFF A BASEMENT WITH JOHN JACQUES E03 ROUGH 06/11/04 JFF A BASEMENT WITH JOHN JACQUES BOS FIREPLACE/CHIMNEY 06/11/04 JFF A BASEMENT WITH JOHN JACQUES MAKE UP AIR PROVID ED B04 INSULATION 06/17/04 CJD A **-11588-P 3,000 **-12202-H 3,000 **-12150-H 26,714 **-18893-E 6,000 U Total Est Value 138,714 P L S7 Dwelling 3,412 171,453 00 Basement 2,137 32,055 00 Garage 814 12,210 00 f � � � ^ Smoke Det 7 525 00 C� BOCA Value 6 Difference 77,631 36 Town Of South Windsor t /�� Building Department Location � r'�J re r s Building Permit# SWIMMING POOL REQUIREMENTS.- This list is not all inclusive;please refer to pool packet. ❑A 48"barrier will be provided to protect the pool access. Including a temporary fence for inground pools prior to filling. ❑Access gates will be self closing and self latching(if less than 54"high they shall be on the pool side and be protected within 18"of release mechanism). ❑Doors providing direct access to the pool shall either have an alarm,a self closing self latching device 54"above the floor,or a safety cover over the pool. ❑No receptacles within 10'of pool.(locking type receptacle for pool equipment must be at least 5'from pool and GFCI protected). ❑All metal parts of pool structure,fixed metal parts within 5'of pool,pump motors etc., shall be bonded with a minimum#8 solid copper wire. ❑Convenience GFCI receptacle shall be provided between 10'and 20'from pool. ❑Trench depth for 20 amp.circuit to pool equipment shall be 12"minimum. ❑A surface pool alarm shall be installed pursuant to Public Act 99-140. .❑All swimming pool pumps must be equipped with a time clock. ❑Heated pools require a pool cover unless over 20%of the heating energy is from non-depletable sources. REQUIRED SWIMMING POOL INSPECTIONS: The following is a list of inspections that need to be performed prior to the continuation of work. Requests for inspections can be made by calling the Building Department at 644-2511 ext.230. 1. TRENCH AND BONDING-Electrical trench depth verification and bonding of pool and metal appurtenances including metal reinforcing for gunite pools. 2. FINAL ELECTRICAL-Location of equipment and GFCI protection. Convenience outlet provided. 3. FINAL-Swimming pool access protection must be provided before pool can be used. Each swimming pool installation requires a Building and an Electrical permit. Additional permits and inspections are required for pool decks. I have read and understand the requirements listed above t �vAw--' Applicant SignaturekAJ Date l D� Homeowner Signature_O SL"k_ 9 Date 616 e 1 NOTES: 1. THIS MAP IS DEPENDENT UPON THE MAP REFERENCED HEREON. 2. THE PURPOSE OF THIS MAP IS TO DEPICT THE PROPOSED S1WMMING POOL AND FOR THAT PURPOSE ONLY. i \ua� 1 6'TI NONE OVER FILTER Lot #4 SEPTIC TANGAULDNINV K � I �� I ECB RI INV .317.80 __ / I IES TF:331.42 BOTTOM315 71 � — INV(6wE)/32$.65 — — INV(15 X): 27.7 \ 3r - INV 316.26 IN V(/ / 27. 8 ` I ; 'r GRADE 317.21(min.) 3 TF:TF: cA / 0 331.42 INV((INx318.87 I Q W INV(15w)'.,W.00 INV(OUT}316.70 UNID;D;0AIN I-- 313 1 , 1 1 ( OVFRfLO1N317.20 I ! Q 3 1 \ 1 S r x 45' GO TRENCH c� I I x \ a a S q i �I V W V. 18.70 1 , W R�g3 I \ ` rk k 32siS 317 9o(mllt) _ r I 1 -BOX Lu U� 14 T LAi �Q4 12I V IN.316.43ul 000. ?\s�Sgd• S`1 r _ _f M I II V!OUT):318.28 N 2 7S \ \T{ ROP a + 80 y' , c� / � InI ! P P3 ' Cq _ N 1 N v0� s. 3'NO F06 85 R A ! F I 1 M I ^ 8 LF 4' PVC Lot #S f� C/ Tp 328� I 1 (/CA 9 �S f1'32 j�S c oe. 1 I d. 10' CL&P V °p 'o<a 3MT 320�5 o�t3 ! (' ) \ o EASEMENT �I I SkT FENCE\ 18H k ao� I ' I I 20' STREET TREE I Typ. 1' ��, wkJ a 4 RO 1 4. ! ' _ / -GALLERIES EASEMENT IN FAVOR \ $ OF THE TOWN OF \ I 501 1 1 2ojb W 32 p Z �TT�OM:acAE�Es SOUTH WINDSOR 1 I , \ x 20, S. 1 1 I 1411 'GRAM-r ©� �� 1 > I I 11 GRADE:317.21(min.) I " 7.Od 1 ► I ) 1 OPEN :PACE 1 — 1 143 �m i T MAP REFERENCE:- 1 1 1■06 Ac■ SUBDIVISION PLAN, TOPOGRAPHIC PLAN. PROPERTY SURVEY/RESURVEY PREPARED I I -- / 1 \ 1 / I I ! 1 >�;•'<, FOR: VINTAGE HILLS, BARBER HILL ROAD SOUTH VANDSOR. CONNECTICUT SHEET 11 OF 21, SCALE 1'-40' BY DATED:12-03-01 REVISED: 7/16/02 BY DESIGN 1 1 I ' 1 1 ®PEN PACs < < ` ` 1 I I� I I 1 �' PROFESSIONALS, INC. 1 It:C3 gym, THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH 7 SECTIONS 20-3008-1 THRU 20-3008-20 OF THE 1 1 I 1 I / ! \ -� \ J 1 �'_ REGULATIONS Of CONNECTICUT STATE AGENCIES - 'MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED I FROM OTHER MAPS,RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS _ J HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANCE AS AN ACCURATE ' • FIELD SURVEY MAY DISCLOSE :�•SS�ONA`Ei�,: hhn..wwrtw v�'•n TO THE BEST OF BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHAR L UC. No. 1.UNLESS OnIEMSE NOTED,CGSTNc UTILITY REVISIONS GRAPHIC SCALE 11 Fox 860.291.8755 PREPARED FOR: OMpRO�� SHEET LOCATIDNS NF RMA7 ARE LBASEDDOS I N ® i'�n VINTAGE HILLS ESTATESy LLC L�OOC AMOn� "LAN 1 AVAs ua r NFORYAIICN.ALL E7051ING UTkITIES 40 O 20 40 SHOULD BE FIELD VER�PRIOR TO CONsTI�DN rof assionals Inc. OF 2 ALL UTILITIES ARE TO BE STAKED N 11E FIELD �J 9� I�TD BY A LICENSED LAND SURVEYOR PRIOR TO U NA 8 V V3 WAY DRAW BJ` AM •tw NO_- 14JO CONScivil engineers• planners surveyors 3. sSTHK PPLAN IS INVALID UNLESS IT WARS 1HE 1 inch = 40 feet landscape architects • Sis •ape IMPRESSION SEAL AND ORK;INAL SIGNATURE SOUTH WINDSOR. CONNECTICUT er. CBS DATC 1/JO/tH OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY 165 South Satellite RoaE South Vfndsor Connecticut 06074 I South Windsor BUILDING DEPARTMENT Sat{ �.•L..K .. .. fives► .a .. c.: -'s 1arttfled that this swan and Specific-u• ,s are tro. ;.les o/ the proposed building or alterat.ons to be s - •,tts:1 �t • cc I2----- street t-q-fhcr with amenlmria-r. , -tNA in ptication ens 7 n - i q.d wlth plan a�-t ! 1Pr^r. t' c;+mply with -11 zoning. l uifding ana s�.,t.• r'+.�• —'i such nror.S +s shall De » -° 'ss"4 DY the ou:' .� •,rtment our— ,endenCY j j I 3 >t thif eP^ "a,r issuance of a ouilding , m a _ permit. + A F w _ J n Signed this plat the C"O,tien that 2 z ord*rs any .,.. a aul+oing sMN be ? 3 5 ;gmpUsd with. Conditkttally Approve,` 7hes• lilac lrlrl cwtGlnw �n�.ceca-.r C.taf� - `j 0 �� yb' t_l''� l: .,w LIHI�I..- C eje7-N.}-42Ck54- 2b vi 1cs— j'roposed building(s), !Jsi:,,, a,Id L'r structure{s) L +0 is shown on this plan a: . to be in ;onfonnance with curie i. rl Nir;d ufations. Variances a:;d exception a {y apply. ate Pv y - ijTH VVIHD= :'w a DEPART&WN'- Wet Institute W-A Series Pumps Rugged • Efficient • Reliable • Durable 3 o 11�-2-- (k� t • A high performance, high flow swimming pool pump combined with an "oversized" hair and lint strainer. • W A series pumps are built for heavy duty use incorporating exclusive advanced design and corrosion proof features. • Available in sizes to fit every residential pool. • For more than 25 years, WET pumps have pumped billions of gallons of water in swimming pools throughout the world, quietly, efficiently, flawlessly. • Built to last. Built like it is our own because it is. WI. -,, We Care Enough To Build It Better www.wet-institute.com WET W-A Series Bronze RuggedlyBuilt 0 Advancei / To;- Pools Spas Energy Efficient • Quiet • Durable Bronze Volute & Impeller For Long Life • Exclusive Top or Side Discharge Model HP ncl clamp i r WA-500 " 1/2 WA-750 3/4 Oo 1 WA-1000 EJ 1o6�T - eov, 1i WA-1500 , wa. 1-1/2 m.:. sw LJ WA-2000 � �_ 2 _1 2 {.--11N -.�1 t�--v �--sw -� Electrical requirements: 115/208-230 volt 60 cycles. 50 cycle and 2 speed also available. High performance energy efficient motor for long life and reduced energy cost. Shown here in - optional Tan color jBronze volute with unique side discharge option. Stainless steel clamps with E-Z single knob release. a1_sk.v.`n1 See thru lid. 1 K Large capacity basket. 'J Extends cleaning cycles.Locks in place to prevent float. 2"inlet port. Adjustable clog resistant brass impeller assures continued operation regardless of conditions. = ` vk Backed by a limited 5 year warranty. See your WET Institute dealer for details. Manufactured for WET Institute by: WET Industries Capital LLC 3741 East Telegraph Road • Piru, California 93040 Toll Free: 800.524.5550 9 Fax 805.521.1018 • Email: info@wet-institute.com Part No.70-050-012 Use and Care nannlL PAT Instructions Sounds alarm if children or pets fall into your pool The Pool Patrol Pool Alarm is intended to warn pool owners of an blue housing should be rotated until the device is parallel to the Intrusion in their pool. It is not intended to save lives and your pool water surface. 6 Your safety procedures should not change. Pool Patrol alarm is equipped with a low battery indicator. When your 9 volt alkaline battery is low, the alarm will sound. If It is important to spend sufficient time in becoming familiar with the your unit has a remote receiver, the same warning will be heard operation of your Pool Alarm and to properly test the unit so that it from the remote. adequately covers all areas of the pool for the person or pet you wish to protect. TO TEST YOUR ALARM Place your alarm in the pool and tip so that the The Pool Patrol Pool Alarm operates by sensing a wave created to � sensing ring makes contact with the water.The an object which disturbs the pool surface.The alarm will only operate z, alarm should sound. when a wave of a certain height touches the sensing ring at the setting m Test your battery daily and each time your alarm you have determined is best suited for the size of your pool,the size ._ is placed in the pool.As a guide,your alkaline of the smallest person or pet you wish to protect,and general outdoor battery should last approximately one season conditions around your pool. under normal use. IMPORTANT. Important: If your alarm does not work after a period of time,there 1. Do not use this product prior to reading instructions. may be an oxidation build up on the sensing post. Lightly clean with 2. Do not allow the pool alarm to float free. steel wool. 3. Remove alarm from pool while pool is being used. TO TURN ALARM OFF 4. Do not leave your pool alarm outdoors when not in use. lt 5. Do not drop, submerge, mistreat or place unit upside down in m Li t the a0. rm out will automatically you pool an tiff sideways pool. , If your alarm does sound when no one is 6. Do not use with pool sweeps in use or while cleaning. z available to turn it off, it is designed to 7. Do not place in pool near the filter return area. automatically shut itself off after sounding for 8. Do not use with other objects in pool such as toys, dispensers, approximately four or five minutes. chairs, etc. 9. Do not after or attempt to repair yourself. 10. Do not store your alarm for an extended period of time with the TO ADJUST SENSITIVITY the bottom of the flotation base are battery in it. sensitivity markings showing the 11. Extra large size pools may require additional units for greater More Senslttvs 9 (Small wave direction to turn to increase or security. ww set it Off.) 12. Do not leave out overnight until you have teamed how to = Less sensitive Turn ng the black rease the vflotation base properly operate the alarm. (119 were clockwise or counterclockwise raises w I set it off.) or lowers the sensing ring connected TO INSTALL BATTERY to the upper blue housing. (Battery not included) The closer the sensing ring is located to the water,the more sensitive -s—`\ your alarm becomes. r�� - i'� As heavy winds and rain may cause waves and false alarms,it is 9 Y pool.After � important to select the best sensitivitysetting for our pot Fkuu«, Liarianp a little practice, you can determine the setting best suited for eeSO $°°'ie°Poe your particular circumstances. Notches located on the sides of the black flotation base can be used as guides for various — sensitivity settings. Whenever changing the setting be sure ou alarm is still sensitive enough to sense the person or pet Y Eked view Of PkQ wish to protect. 1. Turn the alarm upside down and turn the black flotation base TO INSTALL ALARM IN YOUR POOL from the upper blue housing by rotating base in a counter clockwise direction until base is loose from upper blue housing. YOU MUST PROPERLY LOCATE & TEST 2. Remove the two screws and lit off the battery compartment cover. �• Snap a 9 volt alkaline battery into battery connections. n is For your convenience, we have supplied you with tie down string important use an alkaline battery as other batteries will and hooks so that you may anchor your alarm to the side of the pool portant to Tie down locations should be as close to the water level as poss not perform satisfactorily. for best results.Tie the strings to each side of the flotation base and tc Replace battery compartment cover and tighten the two retaining each side of your pool. Then, tie the strings to your ladder or divirc screws.Do not overtighten screws but tighten enough to create a board,or it you prefer,tie to the hooks supplied.Do not apply adhesive seal between the cover and the gasket to prevent water from getting into the battery compartment. backed hooks to your pool liner as removal of the hooks may ea 9 g i rY our liner. Leave enough slack in the string for the unit to functior a, Return the black flotation base to the upper blue housing by your 2' of slack). rotating the base in a clockwise direction. The top of the upper ur nal may not bo transmitted into the e. ing the er Do not place the alarm any closer than oourfa arm to turn it off should Ingfron of a window overlooking he pool mwill Increase the ability pool.This will allow you to easily reach y obstruction between the pool alarm and the receiver.You should there hi� ill allowrm. Leave approximately one foot minimum slack of the receiver to accept the signal, provided there s n for your tie down strings. vary the.tll_8t_tor the optimum location for your pool alarm and To property,test,turn the alarm to its most sensitive position and drop -r signal reception. Once you have a test object (select an object of the approximate size and w eight of selected heeceiver to 1p location best suited for your needs,test the alarm your,child or pet)in the pool at the furthest point away from the alarm. If the alarm sounds,continue the test at other locations in the pool to and receiver to ensure proper function.Connect the wall er.plug ° make sure your alarm works at all locations. If the alarm tpWe°d the receiver sn't your onelectricalr d (let and insert the ight will go on) Jack not use your receiver sound, you may wish to select a new position middle of the pool thus reducing the greatest distance a wave outdoors. RECEIVER ALARM has to travel to reach the alarm. RECEIVER TO BE PLACED ABOVE TOP OF POOL When activated, the alarm will sound both in your remote receiver X e D and in your pool.To turn off your receiver,turn switch to the off position. x To turn off the alarm in the pool,follow previous instructions. Turning off the pool alarm will not deactivate the receiver alarm inside your house.The remote receiver will continue to sound an alarm until off switch For each shape pool,point'X'would be the position where the distance manually switched off.To reset the remote receiver,turn on/ to all other areas of the pool is minimized. Once again, drop your test to the "off position and allow switch to remain off for approximately object from all locations in your pool to make sure it is working. Fitter ten seconds before returning switch to the 'on" positio properly n. If this return areas may break up your test wave an thus or shorten the distance and may not frocedure is not followed, function. so,please not the receiver thewill pool not be armtwillll seUdill junction the wave will travel. if you find that positiony off inside your house,but you selected will not work for all locations in your pool, you should even if you have the remote receiver turned consider purchasing an additional unit for increased protection. will only sound at pool side. When selecting your location,try to place the alarm near an area that is most accessible or that you feel is most likely an area where a child IMPORTANT. he Pool FQI ool Alarm is not a life saving device.It is a might fall into your pool. to help make your pool safer for children and pets.It Is a substitute for pool safety procedures. Be sure to test FALSE ALARMS aarm each time you put it in the pool. Ideally,you want your pool alarm to go off only when the person or pet you wish to protect has entered the pool. As you may find that one POOL PATROL LIMITED WARRANTY setting is ideal for regular use when the surface of the water is placid, Danbury Marketing Corporation warrants that your product,except as noted below, it may caul_false alarms if a wind or storm comes up.To avoid false is,on the date of purchase,free from defect in material and workmanship.We*11 alarms, you may decide to temporarily decrease the sensitive that n correct any such defect without charge if you return the complete product,either in t you wish to protect at all areas h the person or by mail,postpaid,to Danbury Marketing Corporation,Service Center within should then retest your alarm at the new setting to verify will sense the person or pet y prevent false one year after the date of purchase. pool. If you find that after increasing the sensitivity to p alarms leaves areas of your pool unprotected, you should again Do not return the product to the retailer from whom the product wasr�purchased.dmd6E consider purchasing an additional unit for your pool. Do not leave Wady sere must be performed by Danbury Marketing Corpo by any oer person out t)vernight until you have controlled the alarm with proper or loss of any product,ngpostpaid,,to�Danbury Marketing Corporation, is not covered under adjustment of the sensitivity setting and a secure tie-down. our warranty.You may mail the A false alarm Indicates that the pool patrol alarm is functioning 23 Danbury Road,Nashua,New Hampshire 03064,Attention:Service DepaRrnent properly,but the sensitivity is not properly adjusted for existing This warranty does not cover damage caused by accident,misuse,abuse or by affixing any unauthorized accessory or alteration to the product,or by connection of the p�� conditions. to any but the specific current and voltage indicated in the accompanying TO OPERATE YOUR REMOTE RECEIVER booklet,or by other conditions beyond our control. (If your model did not come with a remote receiver,disregard) ALL IMPLIED WARRANTIES INCLUDING BUT NOT LIMITED TO IMPLIED WARRANTIES OF FITNESS AND MERCHANTABILITY,ARE LIMITED INDURATION TO ONE YEAR FROM DATE OF ORIGINAL PURCHASE. Your electronic solid state remote This warranty gives you specific legal rights, and you may also have other rights or,ron,wncn ` receiver allows you to monitor your which vary from state to state.Some states do not allow the exclusion or limitation ci pool inside your house as well as incidental or consequential damages or limitations on how long an Implied warrant, Wilt ' outside. The remote receiver can be lasts,so that the above limitations and exclusions may not apply to you. placed up to a distance Of No responsibility,obligation or liability,are assumed for the installation or Mainte narcE ' approximately 200 feet from your pool. of the pool patrol Pool 'l It has an on/off switch and an'on' Alarm or for any incidental or consequential damages. indicator light. Do not place the receiver near steel walls, 23 Danbury Road cabinets,on or alongside an electrical appliance 4ANBURY Nashua, NH 03064 sP"r°°` R K E T I N G Tel. (603) 595-2500 or on a metal surface as this may affect signal reception.The pool alarm will not transmit its signal through the O R P O R AT I O N Fax (603) 886-4939 ground.Therefore, should place tI16 receiver at an elevaWn Pat Pending higher than the top of the pool• If the line of sight between the 01994 Danbury Marketing Corpor ation receiver and the pool alarm is blocked by the side of the pool,the X, L� � �-+—as Wet Institute Modufilter System Rugged • Efficient • Reliable • Durable • High efficiency cartridge filtration in a compact system. Designed to make pool care and operation simple. • High quality deep pleated cartridges pro- vide the finest water clarity available in car- tridge filtration today. • Large capacity cartridge saves time and money with longer filter cycles between cleaning. • Balanced flow design maximizes effective- ness of filter cartridges. • Pump mounted under the filter skirt virtu- ally eliminates noise. • Built to last. Built like it is our own because it is. 4{ . W� _X.,T NN We Care Enough To Build It Better www.wet-institute.com WET Modufilter System )our Di-inking Watey- Sbould Bei Available in sizes to 400 sq. ft. to handle almost all pool and spa applications. Systems are engineered and built for optimum efficiency and hydraulics. Internal air relief for safe operation. \ High flow air relief with pressure gauge.,: Deep pleated cartridges provide long cycles between cleaning. ; Modular cartridge assembly easily removes for cleaning or service. Heavy duty clamp with hand / knob,means no tools required. r IN imps avail- Motor protected from elements ale with 2 =__=-- provides longer life. deed motors -id up to 2 H.P. Insulated skirt nreduces pump noise. -- Vacuum/pump to / waste option unique to cartridge filters. Adjustable feet to com- pensate for uneven pads. i Shown here in optional tan color 2"suction for efficient hydraulics. Pump is backed by a 5 year limited warranty.Filter is backed by a 20 year warranty. See your dealer for details. Manufactured for WET Institute by: WET Industries Capital LLC 3741 East Telegraph Road • Piru, California 93040 Toll Free: 800.524.5550 9 Fax 805.521.1018 • Email: info@wet-institute.com Part No.70-050-009 F-PI F 1 f ILEF' RFCI 1 FILF FAX NO. : 8606102033 Aug. 13 2004 08:431211"1 P1 B BAHLER BROTHERS, INC. INTERLOCKING CONCRETE PAVERS,RETAINING WALL SYSTEMS&CULTURED STONE 24 JEFFREY DRIVE SO. WINDSOR, CT 06074 TEL (860) 610-2030 FAX (860) 610-2033 August 11, 2004 Town of South Windsor Building Dept. 1540 Sullivan Avenue South Windsor, CT 06074 Attn.: Paula Pierce RE: Wehr Residence, 11 Natures Way, South Windsor, CT 06074 Dear Paula, The Wehr's have contracted with us to build a set of steps by the rear sliding door at 11 Natures Way in South Windsor. This work will be done after the closing, once the area is ready for us. If you have any questions regarding this matter, please contact us at (860) 610-2030, Sincerely, e<zz—, Tom Bahler O � -_Ov� O-P Sou� ?&U,&)& t ti 4 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR•co�'` TELEPHONE(860) 644-2511 April 29,2005 Mr. James Wehr 11 Nature's Way South Windsor, CT 06074 Dear Mr. Wehr: Pool season is almost here. I would like to remind you that the Building Permit#30492 for your pool is still open. State Building Codes require the issuance-of a Certificate of Use prior to using your pool. Please contact our office for a final inspection after set up, but before use of the pool. All permits should be closed by May 31,2005. Should you have any problem meeting this date please send our office.a letter stating the reasons. (The pool still can't be opened). If the pool is opened without-the benefit of a Certificate of Use, a caveat may' - be placed in the land records stating Building Code Violations exist on your property. Please call Shirley at 644-251-1-ext-.ZO-should-you have any questions regarding this letter-or to schedule the necessary inspections specified on the pool checklist. Our office hours are 8a.m. to 4:30p.m. Very truly yours, Christopher Dougan Chief Building Official SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 11 NATURES WAY LOT_# 5 Reviewed By (En ineerin ) JACQUES CONSTRUCTION Date ReviewedtBLDtNG 3 pprove 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By anning) BP_#_30223_ Ph_# (860)432-1823 Date Re- ewe pproved/Denied Date Submitted 11/19/03 ***** FOR PERM ** In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval The minimum requirements shall include: Approv Denied N/A 1 Name, address & phone number of owner/applicant 2 Name, address & phone number of plan preparer 3 Zoning Information - i.e zone, open space's / floodway, street address t/ 4. Plot Plan at 1" = '4* 6' scale (/ a Subdivision reference, abutting properties, etc b. Easements of record !� c. Lot description, bearings, building lines, distances, area, etc. ✓� d. Contours, existing & proposed, 1 or 2 ft interval where appropriate e Building location with dimensions. Elevations of proposed finish floor, garage floor & centerline of road at driveway f Elevations of gravity drainage systems, sanitary & foundation drain at the house and the street Y g. Tentative utility location (gas, water, --"electric, septic system, etc ) h. Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements (P.E. & L.S.) 5 Sedimentation and erosion control 6. Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS: NIF Sx1rc- Electric # lqeAS3 APPLICATION FOR BUILDING PERMIT Plumbing# HVAC # 11 Natures Way Date: C Sprinkler# 30492 FINAL APPROVALS Estimated Cost $ d�•OZ� - — Permit Fee $ J 7 Building COMPLETE RED BOXED AREAS i i Occupancy Fee $ Affidavit Engineering TYPE OR PRINT ONLY j Eng.Insp. Fee $ � Appr. for CO " v� i SIGN ON REVERSE SIDE —� Total Fee $/ 5 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant 42TRIA I- 0 Location of Work /f N We S WOt Lot No. Applicant's Address _ -i ; N wW rr /7 Tel.# g60 (aZ3 Town 4-�3+a� Zip 06090 Lic.# S"0 3 Y f Z Owner r 1-ye Architect Owner's Address 3 fe fk N UI A e —5, So(Architect's Address Zip Sq. Ft. New Area: 1 st FI. U nd F. 3rd FI. Total New Area Purpose of this permit -7�41 r0w)pi 4 y%^g,fie City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO S r '' Area Basement Garage Approved by .d� O f Use Group Construction Type 2C Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be bcated the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this buildAg and its use is allowed. Signed i I hereby apply for a Certificate of Occu �fojdesc bed in this application for the permit. Signed DO NOT WRIT BELOW THIS LINE INSPECTION COMMENTS __ - - - -_--I%i i - I � . - - - I I —___ ,. : I I I i-g'iF, I ;� .1,i I - 1.11111111111� - .i I , - !IP �T_-, . - ,1�, 11 � I � OW,_Wn_�� __... I �-Z,��rll�l- "I . . 11 I ll - - I----- 111 1. 11 . - �� - , _ _ I - I I i - V I� � I i. -" , , `,4`1,.� I ___ __ - - - � �-.��-I - -1 ,.t�12r, 1, I I �l i. , ,- ,, .11, I 1,I—.� .� 14 �l - . _� 1". . 11, . :1 - , 5* " � 4 ,b . - . - . - , - , . - ,,i.,""_ ., 120� 1�-,i�- I (DSTEEL SCHEDULE: - w.ak ,, i " I � I .1 , �,,� i.a.11 3 COPING * .41 -1 , . -W � _(p 1:i1i 0 1 A-1�� 0 w" �; "'I ,� F .. , - . . � , "' �� a) VERTICAL REBAR #3 (V bl A.) ON lr±lp CENTERS WITH ADDITIONAL REBARS E!�RY 6" N DMP --I- �l . 11" :±l" BOND BEAM1 1� ',_'�k., I i � � _Q_, , ATER DEPTH IS 5 FT. AND GREATER -0 I . � , .-,,- I I .� �,-,�,, . , a. I ,-, I .6",.0 b) HORIZONTAL REBAR #3 (%- DIA.) ON 12-±l" CENTERS WITH ADDITIONAL REBARti LvLKT._&" IN k_ I -, i *0 .1o; ,I., �_ A,- � I � � !;,, 'r�-,,-*�L� �A, ,.,,� A . , POOL, RUNNING PARALLEL TO LONG AXI$ OF POOL , _,�., I I .. I.... 111. I I " 1; I , I . 11 11 - . �1. �, 1�,,c i, .1 ll�,�L` � " `_ -_ I , < .. � TI LE p i , 'or I ,a.- 14 c) OVERLAP ALL BARS 15" MINIMUM �. 41 ., i. 4 REB ' 's _ � , �_ ,�� 1 , , �"I 4,."_11." ; - � , - 1 I " L -1. i_. A Ir llllr�i�4I,_' ,;,;� - , ,^�v , � . 1'�,� 11 ��114 FOR GROUNDING BY ELECTRICIAN ��;,��,s .- L - ,� , ,iiw, 11 �� , o . V-41, _.Y' . � . , � - � , , IQPOOL StItLL:i7,,,Y-M-�*�'4;7.,�,.L,i,��,,,,f ?7, 7 ""4 -�� i; , - , I *�!f , 'r ,�r ". A Ift - . . - ;�l _�� I " , IUI'�l-I ,07R,4`*T'-,i.-, � " A ,. . �:��.'� .- . � , 4 ",III I - I ;lql 1�,4, 1 -"�U-4 -I It ' 'F�. , 0 ,;� , ..4 ,Aj , I. ,, kw-.;,- ; , � ,j , , 11_1� ,��v, ,. 11 "I, , I---- _i� _ � , , I!_�_11ii" �11 I - I I., I I I - I L- .. � , 4 -j-Iu (3) #4 REBARS IN BEAM: ... ;� � I: - , _ , . - .g -, ' . 'I - . ,& , ,�:,_ � . _. 11 i :,_� ! �, L I I I . I _ _", �, - 4,_ I�� .A-. - � -I . I, 1.f4v , ' 24 TICALLY APPLIED) 2500 PSI MIN. 28 DAY STRENGTH .T7 n, . I i I'- I I x,ow4r;&X�i-o- '� -.-,� - � . . ., - POOL SHELL TO BE GUNITE CONCRETE (PNEUMA �11 -1 --, 'w -, - . " L ,��a � . `�l I . I � .� 41E-- I I ORIZONTAL REBARQ�� . ", � I. I . � � 11 11.1 I - I I 1101 I . 11 I .1, I .-11 ". - 1 �,_ - , ,, -, � ,_� - V%- - !., - 11 I; �� al . ,.,��'�, � _,..11,; � 6- TO 8" GUNITE QONCRETE WALLS , fp.l � ,. .- ilKi��,,��,_ 0� - � r ,�. .. - L:., ,4 �k'' - - lq,'4+4� - ,.-. -- i�.nv 'I, "*�_R._' � I 1. r Z,. _1 , , . - I . . _llt�t I I -- .1 -,"I I --o- Z .. ,"... , -1 �=: - . - I K" ��74 I-�.. " .�, ` . *:1 "' ta , 1-1 , " ,y, i%7�i-:'o",Z-�!t-�";T,,;540 U -7 � ��I �**A-,,-.�r.q. .;6�_ . ,V�' tz 4�,;��-.i , ,� o ' . - �!��, ,.,; ,� ,- '�ff 11--_ � ., & , � -0. , � I . . - - -� *, �:,r-*�,�i�t,_ f__ 1. x "..", �*6,�;�',',,�-_ *r-,e:t--v.l46 l.v it 9 �� ,�,,I�71-;w;_, ".4 � "" "- '_" �� ' - � a FINISR. '��-6- ' _ . i . I�.N!- vs,"ll . _ ,_ , - � . MARBELITE a e�i' I w -,.,Ll�_ a) COPING - PRECAST CONCRETE, MITE TO GRAY IN COLOR SET IN MORTAR i .. - - - (�� " __�,K . - . _'�P � , _! , � '� lt�' ,_�, �' �m.1.1: - 11,"'. . ;�;�M-, �� ,,.,, - � I - TILE - FROSTPROOF CERAMIC � . - �,7�"4 - _4 I �.,�_I b) . .4", , .;.��'_ - � , ,41: , .-, ;.�,,�- . TICA� RPAR �, - :-�-,I � �,._1 . ., -�-- I : c) MARBELITE - A CONCRETE FINISH, WHITE CEMENT WITH WHITE SAND APPROX 'A" TO X" THICK , &__ ,�Mhy. '4-L_, ,-I .ICT L I �"�,;-�171,t -' .. . . , , , ,, � I ..:�OfM ,�.. .� . e , :, 1, .-I J'. i �_� 010111~ �, :�.;�', , ,--" I' , , - - . - - ". . 11 " . � . ,,_�, ' .I - . ,, ,. , -t',�� ,4* , . � , I 4� " - - , , �'q, , , . ..-Al. I .if� � � . - 'i "". -7 �!" � � "��,__`e� ": � I . ,., .,:�� - I R"ei*�4pklj - - , : �'4.�? ,� , � ,:t5b� _ IriM , ,� ,1 '1�1174��*��, ;4�1* 1 � ��# " , , 0 - - .1� (a)PLUMBING: , _. I lolkf* :, .j. X�4,- - . . TO 6" GUNITE CONCRETE FLOORS -� _ ,_ t&I .. , �� , I � � . `F, :,� 'A� , __.,�'�, :,-A- -� - A ,.k. ��` ALL UNDERGROUND PLUMBING TEST OR PVC I 1_17;�_,_7 -, _ -V I ,_�=.-,X I -9 .. TO BE POLYETHELENE NSF APPROVED 100 PSI I , , ` "Y7 - -1. I , � ,;'19 , '. - - - , .r_".;� ",-,, _.''.,-li, 40 �� ;T; -� 'It. , , .. , . �: � i, qf:,CHEDULE 40. ABOV C. I ' ' lig .� .;v ._.r ;L,"...� .1 40 1101Z,wr -,� . , 'a,.,v... ,. � . , '.. - . � , ", - - -, 4 1 �i, . , 11 . - 11 � I " I.- � I I I I � � 1 I . - ��,-- 14-*-, --lm� `�_4_*i3 �1. I , �- , :n," . , ,v�,�1, -, I . �11� - I , - - -.- _ " _"�W�, - , , ';�-,-,:;;�'I�',,,-�: Y'� .I T- . , , !". w . ., . "I . .. " I ,, .,��, - Ill -, �il i ,;-'� � . llk:l' - a -a-- " ... , . t ml , �& kXt", ' Al � �i' I - �a�ru , -_ . 11 "" _ __ l _ i I Ill*I QEQUIPMENT: I'll 3L, � r X�_v.. I....... ".11" ��-,�� - . c �-"�,*.-;� _4ultll 1 ,�kw` ,��,.�`_? _$ -, I *_ ......................0-0,"_ - _ .P�,�', �� i - - -V , ;?Z'l� �17 " 'p . I �, 00 I m! , ... 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" .- V11,�, I -- - I , I -. . ., , "I ye � 1-1-1.1. -1 I I �� . -, ��- � �i I � , .�, . I - I . .i , �_��V,4� ,c . 10_1'� I, -f'*'- _ � -, - TIONAL BUILDING CODE - :, `_�. , e,', , , � I '. - V,�, ,,, -��*,m , - ', - 4� .�. '�, ..., - .,1�v ,. �; r .,L :�'a't"��;l ".� I � � p " , , . ,,4, , � ._� _,!N.1� , .1. T� - .� - - ",4 - , OF THE 1996 BOCA NA r � �,:i�l. v -A .. Wt`,', , -� T.i , A � �i , ,w_ . .11; �e.r.I: , - r I 'L j�' -'% P, 11 I __:,vl.._'y 110, 7 1 1. - . .Al-4.1-,� .. .- .1 "" ' _ _ " �, , ": 4� . � , . . . - -- F ,If � , I I - 7);��; .� '"' i,�'Z�7, -. I '�� ., llt�.k -. ,." ,�r - J;j �11; .",:�-,�,�-, ',�.;ft"''', ` !� ,�A,?,�_. ,- , ") ,� �J_-,,_�, . . .1 ,.; ; ,� q - - , � �0" 1� , - � -,. ��."�_..� L ,_..�, ' " -II . _�_ '. . - �:, - i--- -`11 _�ff � 11-.I�., ��11_1. , �. I ,!;�L'.,'. 14,, � � - Z- , ,1 ,7 ' ,�� . , Z��.Ii . I . 11 , . 5.".- ; ."��A-,-., I'll ,:�� - ." - - ," -0�, .?r A � � —.1 I" -, �N . 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I �"""' _ ,�' " 1-11 . , - -4 F'_ ;" , -.;,, -r� - C. SWIMMING POOL IS DESIGNED TO MEET THE 1999 .� ,� --- , ft-'IV. -Tt4g`-�'v &,, 'o -, � , . , _ , , , 0 �v , 5 t . , , , � ,-,-. I - I _: ,_ �, 1�_ `p� �'- - " ". - ,-,& 11 . - ,., _ I , � ,fn.�. T.P.-- � . �;�1. I I - � - ,�, , - �-�4-7. � ) . -- - , , B. SWIMMING POOL IS DESIGNED TO MEET SECTION � , . I .i,t:-��.,,.' . '.' - -i - X� �, - SEPAR NTION �t.� I I .1111.1 I � . I--,' TANK ��,n�,_,t."; , �, ,-, . , -, 'I ,a. _ . - _ ` 1?**� 7"'t, 14 ILi� ."" V ; ", 11111-14�l�-`I I , .1 11 I..1 ; - -4:17 ,e , I, ,- -- - le V. __ "� " � �, ��', . . n 'A'� ,_.,,�_ , ; -, '"�", . , �I . - . �1, _ !4�1--.-A. : - I ,I '1_f � - _;� ;�,;'�: ,.'N_t*�_� ��, ,,,�,�, ,:,I ., �_-,'_., I -a _ , - - ROUTE WATER TO A) � 'N . ��. -- '� ", ,�,;;�.�'% .��,-,J� ' - N N -,,�!� -��.:,-� - - 7 "Ir- I..""'01-ill - '43;_� - - - I _____ I - � � ,� .1 . � , * - '� , w .", , - , � 1 . '_ CONN. BUILDING CODE SUPPLEMENT �_ It , . , . 1. - L� , �,,,,, 71L � ��* � R A I- ,lv ' . 7 �v ' 'i-I � 0, - :Zv"�L?0 ','�.'.� -"*7 , ,.��,, -47 i '_ - .* "k I 4",Ill,k_ , . - -A" i�� ", `,�I , '. "I 1, *�.-�-,�, I , . �� _41T I I . I . , �4 I �: _ I - . � .,, .-,`�%., � . , I � , I ,�' .. _ _ _ _,� DRYWELL, SEWER, 0 SOkF 'C 't"_'W L:�;" " . - D. SEE CUSTOMER PRINT FOR EQUIPMENT DETAILS'4_�__,. Al" ,L �,,� _,�,"'cz�, - , . � , .:." . I I I _,� -_,�'. -,.,.;e I _.�,2',,,' �.�,;,_��4. " -, �. i, `�...' llp I- - ,.--�4 , . i,l�-,,�, 11". I �I -I �.'-� .�I�� -1 1, -_. A. ., :t , ,�)�� ,z:,;�' - - 01- ,�'-,,,, ,�,, , _-,�;�-,�.%. , . �%��!" ."I�,ly��l '';� � I r, 11 1�._: I� ,,I -1111;4` li",4c,T �.;.� 4 1 '.. I-','L , , , 't , , * I-�_ . T_ - 1. I , - "� . . '�. 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I�. _�,___ - , , � , -_ li�_ "�. ,-1.1. , .. ,� . _�l 1;J� �?ipk��i,� ":�, , -I 11 " �, . .,_,, .1� � .; kss �i��_±&I",�, �,��,�-..X4.. .� z w, . i�;R �� ., 41, ,��,P_- ,��";:i, . ,h ...,�?ki_, CONST. 4�771 - ��,� :�k-�,:,`-!,�,!,-.," �" , ,� � , _." .1 . , . w & , , � I -e-,.%--�" L -");- , � ' . - , ,;� ,,� kl-* _;l I"-,�X,t",.- - �, _;��' .1- , , ��ll I V�-`;:, _ .� - �, , E FROM "" . ��,,-.L . - . " ,-. � - . - - ,i�, , , �-�". - POOL I ,;,� -I- ------k . ,:� � _X, . 6k � . ii. ' jw, ,�,!i�:"� L -� 11 ti� .;v INC .1- -1. I - _7 - 11 li -� I 'I � _ . "--;.�7 �,�, I-1 , ir.-.. -1.,-�, .F.-, I -, - STATE OF MA IF,_ '11- .1 � L - _'4 � I � , , , , .,�,,� ,I - I'll . " ' , 'A ll�'l I I - % , ,t** I . -1, - .-Jjp -kw.,r v A ..�V� ;va*.;a � -,, .91*1 11, -" .I �, .%" �.,:, P. Iq ��_'l v�.� "'.,�-,4� �. . it,.- 1',.,�wl__�I_l .4 '. INF - I "---.1. ,�I - "'IZ ,"4; "I" ,,�... - vo 7�iI�1 � v-.-�, , %,.�f� %& I REY I I ., , 4'11 1 , .., ��i -, 31,��,�I I - ; 1�?__� I - I . I . igll�4�.i� . - � , .RP � ,;�,� �� .7 . T-f .Li�,;.--,�Y'., -, , � M .. I . -,. I --- I I - - �gl - L ,�L_'' "' ��f',.. I " I fl.!�z ;_,_�_ �4_�-��'�� t_-j a I_Tli,.��4? - . " . _ �-ll A 1,2;_ 53 R � !;! __ v�', ,� -,;z�.,!'l-,A-, ,W,.,.+, -,,� AA J o.,;l -_. - ,�'ot�� " , ,1.3 �l w"., I �� #1 1 3' �f� .,; WA S,v, I ...1,;�-,�,I, 7,1 - -11 -1 NEWBERRY D. I , ,k' L "I - , , . �. _�t , .- ;.V� - - -,T- c �r ______y � , r �p �Z'141 .�,., � dt.";7 1 �� I � � 1,�v -, " �4" 1 lq� ,,_� NOTE:� WI TH THIS SYSTEM NO WATER Is LOST SINCE 1 , Is "Ix �z.rl- ,��i��_-.-,-�-..�Lt,n - 0 �-,-i", �-- le-, , .iI . - ,�� .10 -0* i., ,^_ -I "", "', , I, EAST WNDSOR, CT 06088 !1.1% _ � -�� l �.�:--�! .?�,4-_ ��'pr�. v;i� I jr,` � 'fa 1, , w .. 71 - __ - 11, - � I - , t � , _ ,�� " ., �i ! � , . , , . , I- ,� * . 1. ...4 , . , V , - . .-,,a � '. I,- OL. THE DIRT FROM THE FILTER- 4: -,�.� ... '. . - .� .1��,, � TELEPHONE: 860-623-9886 1 � I , 11, ' .1�_:,�- `I 1�r ':-#-.I-Tm' . . 9 .rq!bw_*x . . . rA i 'r ��_,;4"�J_�� - � - , . .i' - , .* _ , ,W-�?y;Q � A . . IS TRAPPED IN THE SEPARATION TANK FILTER BAG ,L,�; � 0% -�:: f f I I, _V�wl�,w "-, n" ` Q � �7 - -nm:�. - 1.-a 1 0. 1 )�vi I , , � ifil ,;,'A I ,&�, ,;�i,A_ 1. - , � EL �- . r, �. 1� - FAX: 860-292-1033 � .c WHICH CAN BE EMPTIED INTO THE TRASH BARR - I I - -M,�' �,i I -_I I ! - . " �:�,-': . -low" �� , 6 ow �. I _A_'. . .1� - , .. .� - 140. 7 1 ft li , _ I "v . SWIMMING POOL " � ii 4 4 ALT I ; . o A� h U ERNATE PLUMBING SYS -EM,, - #... l_#.z,";,I',Lt � " - �I "" =_ , �l � i -1 . I �- N.T.S., - - " - b ,�Ll -1 _111 #-- - ' � 11 I- . ,,,,, . . r . 11 �I - --- " �___ __ .. I ""'.-L co- STANDARD CONSTRUCTION DWG '. I . . I - 11 I � l 11 ____ .1 .11 -_ - � 11 - 11 1. 1. � . - I 11 w0o� ON�v , ,I, , —4 k I I . - _____ I '', - I � 1: - �:'_l)"l _;_;_�? DRAWN BY: CHECKED BY. � ATE: .,I If W' �-, , 11 :1 _l__ _.- ! I , , 4-4-Z . _,___;�� . ,�_ I 09MIR - 1 OR, "t- ,,o ! . I � " I - I � I . I ;?�� 1�_ I I . I - " / 1, _�_�_��_ _/�l* - GCC -_]D 1 11, 2�= "_� I -, f_., Ul 6z ; � I . ., " I I � �, .�pl. 1. I$, I . -.1�-,_ #1 � . NOTES: 0.5' Min. PERCOLATION TEST: 12 ' 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED DEPTH OF PERC. HOLE: 23 INCHES WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES 2. STAPLE THE SILT _1q NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH 1. SET POSTS AND FENCING H THE TIME READING CALC. RATE SNUPSLOPETS EXCAVATE A 6"x6" JSC END OF THE POST MANHOLE EXTENDED TO GRADE \ STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND POST UPSLOPE FROM POSTS. FE 7 - REQUIRED IF FILL OVER TANK EXCEEDS 12•) SPRING EROSION. . PROPERLY INSTALLED EROSION AND SEDIMENT MINUTES FOR STABILITY ) (MINUTES) (INCHES) (MIN/INCH) CAND SELF LED SELF ANING MANHOLES CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND °°°°°° SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE °°°° 4:20 9.5 - 95 \ FOR ALL STABILIZATION REQUIREMENTS. 000�oo O R D.O.T. 2" STONE TO IA PLACED - INILET 1' Min. Filter Fabric OVER FILTER FABRIC MATERIAL I 1 _ - /4:26 10.75 4.8 \� IIr II- � 12' 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. Doc oo - Pm °° -� OUTLET(N7THFlLTER) I DOD Do 4:30 11.25 8.0 _ O O° 00 N OUTLET BAFFLE 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE o00 00 4:36 12.0 8.0 INLET BAFFLE 6 \ • I ` • y 1" Broken Stone WITH THE APPROVED "VINTAGE HILLS" SUBDIVISION PLANS. °°° °O° 4. BACKFILL THE CONNECTION AT MID DEPTH \ /\, or Screened 4:41 12.5 10.0 3. ATTACH FILTER FABRIC TOj TRENCH AND COMPACT GAS DEFLECTOR \\id' Gravel. EDGE OF PAVEMENT FILTER THE WIRE FENCING AND EXTEND 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH FABRIC IT TO THE TRENCH THE EXCAVATED SOIL. DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION THRU STREET 4:45 12.75 20.0 2/3 REQUIRED CAPACITY IN 1/3 REQUIRED FIRST COMPARTMENT CAPACITARTMEN ON 18' I11n 4'-�' AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. ANTI-TRACKING APRON COM 6' Min. 4:50 13.25 10.0 BACN.T.S. GR❑UND WATER 5. PARCEL ZONED RURAL RESIDENTIAL RR. 4'-0' min. 4:55 13.25 20.01� �` LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE 5:00 14.0 10.0 ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE LEDGE CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 5:05 14.25 20.0 TWO COMPARTMENT SEPTIC TANKS- � -� �� 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, 5:10 14.5 20.0 CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOTTO SCALE TYPICAL LEACHING GALLERY CONSTRUCTION IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED 5:35 16.0 16.67 IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO NOT TO SCALE TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT 5:40 16.25 20.0 IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL \ I I \ \\ \\ AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND �� I I \ \ \ 1500 GALLON SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. SELECT / ANTI\- TRACK PAD SEPTIC TANK I Lot #3 FILL TO MEET TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. / / / \6"N2T TONE OV�R FILTER \ Lot' #4 INV N : 318.05 (SEE SEPARATE SELECT FILL GRADATION CRITERIA) ECB /I � FABRI \ \ .._.��...- �� \\ INV (gUT): 317.80 � I _ 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED it ,er F c 6" Min, TF: 331 .42 / \ ° 2 1 __I i� 64 LF ^� 12" � \ N 4 \ _ TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. �� INV 6"E /328.65 / �� __ I CONC. GALLERIES 12 min\\\\\ • o 0 0 �� INV(15")/ 27.7 / '`"\ �' Nam �1 ' .,,,! BOTTOM:315.71 9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED \� ° °e o o \\� ( ) / 31 . 1 ~ Mm .WON sim """� 35 F^�4 PV 318 � / INV: 316.26 BEFORE ANY SITEWORK IS PERFORMED. ° ° °$ �� \ INV(15/'N) 327. 8 I \ \ \ I I I TOP: 316.71 6" rein �,3 �S ° \\ \, 2 / _ _ 326 3� S=�.66% L / 10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. \� IR �� / / ' \ 4 I ' ,� GRADE: 317.21(min.) \\� \\ 4"PEKE❑RA 1" Broken Stone / '�j� � \ 1 �8 1 2 „ P,V,C, If11. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER \ \ 48 or Screened / / i - Cr-- TF: �3.1.42 , �, , by r L PROP. D-BOX SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE \��\� � ' / { W ( '� I I 1 J P 2 A I INV (IN): 316.87 TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH \�\ Gravel EXISTfNG IN 15 28.00 `v y : 3 TP2 5 ' W \� UNDEIRDfAIN INV (OUT): 316.70 CODE OF THE STATE OF CONNECTICUT. 18 rein, I �1 { I \ 3�� , U_ L / W ` OVERFLOW 317.20 Cr 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT I Q k 1 OF HEALTH CODE. I 7J�- �� I p �p \ �� ~ I > GROUND WATER I C.0 I \ 4 /;/ 4 LF EACH N 12" X 48" OR MOTTLING I N I \ e�T u I , / I S ONE TRENCH 13. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS X I \ S f/ ; / t \BOO�TOM: 316.20 \ 1 W ' \ G Q ; L / INV: 16.70 ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. 48" tin, I \N \ 1 14. IF SOIL CONDI1IONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS 1 - / Q� V D� k I TOP: 17.20 PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE LEDGE \ 1 R_55.00 lL-i A3 / I ' \ \ \W // // GRAD :317.90(min.} DESIGN ENGINEER IMMEDIATELY. -��-�� L=119.41 0 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE \ \ Tan-104. 0 ti TP I I /I / 1 LU AS SOON AS POSSIBLE. TYPICAL 4' WIDE LEACHING TRENCH \ o > » / �o �• 1� pp� \ `318. »\ I ,- _ _ 1 ROFI'. D-BOX NOT TO SCALE D=124 23 1 0 11 33, 1 8S 12 LF- VC I -t - '1 I IIj�IV (IN): 316.43 16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE Q S,68, \ S=10.5% I RUNOFF AWAY FROM THE SEPTIC SYSTEM. / w \ 9.pp, \ 2.pp, 2 \ I I I ~ _ _ _ �_ I I INV I(OUT): 316.26 17. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE \\ \ \ + 41 . 8 0 � \\ � \ 2.�S� \\ �� pRO��so' 1 I 1 I '� BEEN PLACED AND COMPACTED. TP - 225A I FF I ` I I /J \ G 7 9.4 I 18. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE Depth Description Notes � S��' o�O' 326Ig�R ;� I I I 'I EXCAVATION FOR THE TRENCHES. 0"-8" Topsoil "- " N /`aJ HQ FQ J co ' ' I 1 " opso (1 2 Leaf Letter) 1 (/ w M C, I w I I U J �. 8 LF 4 PVC 19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO 8"-3011 Reddish Brown Medium Sandy Loam / \ �S� (0 3>�, . �IYA A 1 �- Lj S=9.63% THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH \ 1 , DEPARTMENT. 30 -46 Reddish Brown Sand Loam �/' 1 � � 1 , (wn ' w/ Gray Mottles Y Lot #6 i l� C , F �� M� R1 Q I �' I ; I� Cd I Uj 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR 46 -55 Somewhat Compact Yellowish I� i ` /C 3 8S 6108, \ �� i , SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. Brown Fine Sandy Loam I , V 9,pp, �A , 2� I 1 �� I� i ; SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. 30"-46" Moderately Compact Glacial Till 0' CLBcP , \ \ 1 p 42° 33� �S I I ' ILL Q \ 0 21. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM I i I �� l o �, 0 I I; ° \ \ "� " EASEMENT I - 1�g 2 I I I, OF 18 TO MOTTLING, AND 48 TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR DT Ledge. ND I SILT FENCE \/ � C 2s• ,I nr C� I � I ` ` , LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. DT Water: ND I LLJ I� (TYP.) I ` / I �s I 1 ��S I n- CD 22. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. I I TP 9 I I I_ i kn DT Mottling: 30 20 STREET TREE i \ 00 r 1 , I �N�� 1 _ � 9 I ; �� I i ; I I / DT Roots: 48 I Z- I� 1 31g P 2 1 �j I _ _ I I 64 LF 12" TP - 29A EASEMENT I N FAVOR \ 10C) . \ p0 1 T 22 pR0 \ \ I I Ir i r I , CONC. GALLERIES OF THE TOWN OF I \.�. \ k cQ `tom p�\ 4 SGT\ I �►'�1I II II I 1 BOTTOM: 31 5.71Depth Description Notes NOTE: 100 GA-.4 O� INV: 316.26 BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS Topsoil (1"-2" Leaf Litter) Restrictive at 20" SOUTH WINDSOR 100 ENTITLED "VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT " „ N \ TOP: 316.71 PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, 6 -22 Reddish Brown Sandy Loam 0 \' � GRADE: 317.21( (min.) INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11. 22"-70" Somewhat Compact Reddish Brown OPEN PAC n of #5 WV. 7.001 Fine Sand Loam with Gray & I I ` DE T SELECT FILL: Orange Mottles & Small Cobbles TP 223 Notes EN TP161 Depth Description _S. : I I I I 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. DT Ledge: ND 0-5" Topsoil/Litter I I I I \ \ loft 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE I \ I I \ +_ \ _ / I -"I I I RETAINED ON THE J4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). DT Water: ND 5 -56 Reddish Compact Gravelly Med Sand I I 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE » " > I ■ I Ac. I 2I6O_13 ANALYSIS RESTARTED. DT Mottling: 22 56 -6.5 Boney Compact Till II I ....................... 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: )) SIEVE SIZE: % PASSING: DT Roots: 22 DT Ledge: ND I �+ I I N 8JI1°14 42 E #4 100 TP - 224 Notes DT Water: ND Ito 70 - 100 Depth Description DT Mottling: 16 I OPEN PAC #40 10 - 50 (SEE NOTE BELOW) #100 0 - 20 04, I I + Topsoil/Litter DT Roots: 54" #200 0 - 5 Y-21" Drk Red/Brn Loose Till LEGEND NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO 21"-41 ' Gravelly Med Sand SEPTIC SYSTEM DESIGN ® IRON PIN TO BE SET NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE TP - 29 DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. 41"-5.5' Compact Fine-Med Sand w/ Gravel Depth Description Notes TP - 161 o MONUMENT TO BE SET THE RESPONSIBI " IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL g 'FOR THE PREPARATION OF A LEACHING AREA UTILIZING DT Ledge: ND 0-3" Topsoil Restrictive @14" Depth Description Notes NO. BEDROOMS = 5 _ _30O_ _ EXISTING CONTOUR AL SELECT MATER IAL" 0-3" Topsoil/Litter Topographical low spot NO. LARGE CAPACITY TUB/JACUZZI = 0 300 PROPOSED CONTOUR TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING DT Water: ND 3"- "14 Compact Sandy Loam 3"-20" Coarse Sand Mottling @ 28" faint orange In reddish sand 100 - 200 GAL. = 0 >200 GAL. = 0 SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. >, x 287.3 PROPOSED SPOT GRADE DT Mottling: 21 14 -33 Very Compact Sandy Loam 20 -5 Compact Medium Sand Mottling @ 53 gray and distinct REQUIRED TANK CAPACITY = 1500 GAL SILT FENCE DT Roots: 38" 3311-8' Medium Sand PERC RATE = 10.1-20 MIN/IN 287.3 EXISTING SPOT GRADE Typical System DT Water: ND Min. 6" Cover Note: Mottling bands ® 21"-23" & 41"-46" DT Ledge: ND REQUIRED LEACHING AREA = 1050 SF -F- PROPOSED FND. DRAIN Select Fill Mat. DT Ledge: ND DT Mottling: 28" & 53" USE SYSTEM WITH EFF. AREA = 5.9 SF/LF/3.OS.F./LF (6„ PVC SDR-35 DT Water: ND PROVIDE 2 SETS OF GALLERIES @ 64 LF EACH S=0.5% MIN.) embankment TP 225 DT Mottling: ND PROVIDE: 2 TRENCHES EACH @ 64 LF EACH -G- PROPOSED GAS SERVICE �`-� •-�. - TOTAL LEACHING AREA PROVIDED = Depth Description Notes 1139 S.F. -W- PROPOSED WATER SERVICE Original Grade » 0-5 Topsoil/Litter TP - 30 TP - 163 SURFACE DRAINAGE Original Grade " M. S. " 5 -23 Drk Red/Brn Loose Till Depth Description Notes Depth Description Notes FLOW DIRECTION 4' Minimum 18" Minimum 23"-50" Gravelly Med Sand 0-5" Topsoil 04, Topsoil/Litter HYDRAULIC FACTOR(HF)=34 3"-12" Brown Sandy Loam 50"-69" Till 5"-26" Compact Coarse Sand Loam » DEPTH=18 -22 SLOPE=6.1-8.0% Common Fill P Y _ " _ APPLICANT: Maximum Groundwater (Shall be select 69"-75" HeavilyMottled Fine Silt Sand & Gravel " ' 12 -24 Boney Compact Coarse Sand ( / ) Elevation material if designated „ , Y 26 -7 Tight Medium Sandy Loam 24"-C Till as reserve area) 75 -7.5 Compact Fine Silty Sand FLOW FACTOR (FF)=2.5 JACQUES CONSTRUCTION, LLC Ledgerock (5 BR) 67 RIDGE ROAD DT Ledge: ND DT Ledge: ND DT Ledge: ND PERCOLATION FACTOR (PF)=1.5 SOUTH WINDSOR, CT 06074 DT Water: ND DT Water: ND DT Water: ND (PERC. RATE = 10.1-20 MIN/IN) MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER DT Mottling: 23' DT Mottling: 23" DT Mottling: 19" TEL (860) 432-1823 AND EXTENT OF FILL. DT Roots: 40' M.L.S.S.=HF X FF X PF N.T.S. = 42X2.5X1.5 = 127.5LF Ii x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20300b1 THRU 20300b20 Tel. 860.291 •8755 �LIVLI�U UO V �U1:lU�U V Ll PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE Fax 860.291 • 8757 v w INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONFORMS RI ENDORSED BY THE LASSCONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCAI.,E esign VINTAG,� HILLS' ES TA TES, LL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 20 0 10 20 40 M D 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 9fr1ofessionals, inc. �0��OuV �� }� �y �° ' BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWL E AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. CONSTRUCTION. 2 12/2/03 ADDED OPEN SPACE NOTE DMG ( IN FEET ) , DESIGN.-JA5 DRAWN.• RAM JA CHECKED: GIBS ®T p �� b V AT tS!RJsJ4 9S WAY 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11/22/03 REVISE SEPTIC LAYOUT MHA 12882 1 inch = 20 ft, civil engineers • planners surveyors IMPRESSION SEAL AND ORIGINAL SIGNATURE landscape architects giS gpS JOB NO.: 143O DATE.• 10/31/03 Ili OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 8Y RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWWG NO.: g/jobs/1430/p/otp/ans/1430-5pp SOUTH WUND°�®R9 �i®NICTRICUT 11 NOTES: PERCOLATION TEST: 12 0.5' Min. 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED `� DEPTH OF PERC. HOLE: 23 INCHES WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES 2. STAPLE THE SILT 1. SET POSTS AND FENCING TO THE NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH TIME READING CALC. RATE ANGLE POSTS EXCAVATE A 6"xs" SILT END OF THE POST MANHOLE EXTENDED TO GRADE \\ \ STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND 5'FOR SL STABLE POST DPSLOPE FROM POSTS. FENCING (REWIRED IF FILL OVER TANK EXCEEDS 12') SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT (MINUTES) (INCHES) (MIN/INCH) AND SELP�LITM MANHOLES CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND 000000 LA cIEANINc. SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE 01300 4:20 9.5 - 95 \ FOR ALL STABILIZATION REQUIREMENTS. 000131313 00 6" CT D.O.T. 2" STONE TO BE PLACED - T INLET __ ' i' Min. ` \ Filter Fabric OVER FILTER FABRIC MATERIAL L -I I - ,- - iO OUTLET(IMTH FLTER) / / \ z On0 00 4.26 10.75 4.8 t - M \ 12' 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. 000000 _ - N 000 00 4:30 11.25 8.0 om z j /\ 1300 n o OUTLET BAFFLE 0 a 0 0 0 \\ \ 1' Broken Stone 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE 000 00 4:36 12.0 8.0 INLET aAFFLE ° •r WITH THE APPROVFn "VINTAGE HII 14" SI1RnIVISION PLANS: E1�0 Aa^ III\{ �, r, rrwucenrw .rwn nro,u _ o �i �� or Screened •••- ...--- ----' uuu uuu 4. oal,r.n�L THE ' 3. ATTACH FILTER FABRIC TO CONNECTION �y 4:41 12.5 1Q.Q TRENCH AND COMPACT GAS DEFLECTOR \\� \ Gravel EDGE OF PAVEMENT FILTER THE WIRE FENCING AND EXTEND M 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH FABRIC IT TO THE TRENCH THE EXCAVATED SOIL DROP 1N GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION THRU STREET 4:45 12.75 2Q.0 2/3 REQUIRED CAPACITY IN ApnrEQNUIR�N ' FIRST COMPARTMENT COMPARTMENT 18' n1n. 6'-Mi AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. ANTI-TRACKING APRON COMPACTED 6' MI N.T.S. 4:SO 13.25 1Q.O BACKFILL 5. PARCEL ZONED RURAL RESIDENTIAL RR. 4:55 13.25 20.0 ` ` ( 4'_0' min GROUND WATER LENGTH NOT GREATER THAN 4 TIMES wIDTH OR DEPTH I 1 , 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE 5:00 14.0 10.0 _ LEDGE ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE TWO COMPARTMENT SEPTIC TANK CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 5:05 14.25 20.0 NOT TO SCALE T �� ... T. �T�>��., ��, ,� T„ �„ �„ ,,A1111 AI CONSTRUCTION OF SYNTHETIC FILTER BARRIER TYPICAL LEACHING GALLERY /. TOPSOIL I V BE STRIPPED RIPPED OFF PRIOR TOO FILLING. 'FILL IVIH I CR A'L, IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN 5:10 14.5 20.0 CONSTRUCTION FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED 5:35 16.0 16.67 IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO NOT TO SCALE TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT 5:40 16.25 20.0 IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL I I \ \ \ AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL �� i i \\ ` \ 1500 GALLON TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND Lot #3 SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. SELECT / 1 ANTI�TRACK PAD Lot SEPTIC TANK 1FILL TO MEET TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. / / i \6"N2T 'TONE OVER FILTER INV N : 318.05 I I 1 (SEE SEPARATE SELECT FILL GRADATION CRITERIA) EC13 /I F\ABRI \ \ �-�a► » \ INV (QUT): 317.80 I I -r I r it e��c 6" Min. TF: 331 .42 / \ \ \ N 87°1 42 E \ ` __I 1__ 64 LF N 12" 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED � � / / \ \ -- � CONC. GALLERIES TO SHFD SURFACF RUNOFF AWAY FROM SYSTEM. 1�'� miv _ �L INV�6"E)f 328.65 i \ \� _ �.-_ ��i��r� SP1F 1 rr/� /1 /\ _ - - -- --... . . .._.._. . - I L_ 1,11 1\\\�� - --o119. \�� ... - - - U'I I UM:315.71 \\\ ° o \� \ I N V(15"A): 12 7.7,8 � •r• OWN W won W 9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED �� \� �,ogo ° , / �� '�' •r•+■ ""' 'i 35 FN4 PV 318 - - -; // INV: 316.26 BEFORE ANY SITEWORK IS PERFORMED. \� ° ° ° �o INV(15/'N}� 327.78 / _ { 326 3 \ S=4.66% l , i / TOP:316.71 10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. \\%\� / • \ GRADE: 317.21(min.) 4'PERF❑RAT \\\= 1" Broken Stone / / �j� ` �C`B \ { 3�8 { 2 �--- 1 ' \\� „ P.V.C. \\. / / IY TF: �31 .42 1 U 1 PROP. D-BOX 11. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER ,\�\\ 48 �� or Screened / Q W { ' S• 1 ~/ ; INV IN 316.87 SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE \\ii TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH Gravel EXIST)NG / • INV(15) 2�3.00 I { �? TP 2 cJ P A ( )� \ RDf�AIN � _v , = . � , { �p I � L,J INV (OUT): 316.70 CODE OF THE STATE OF CONNECTICUT. 18" rein. UNDER Q 3� U , OVERFLOW: 317.20 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT I � V I ` �'U � ' V L>+ >, „ OF HEALTH CODE. v 1 f 3+ q0 p B �4 w /, r� ` / 4 LF EACH - 12 X 48 It - GROUND WATER 1 0 t \ - OR M❑TTLING ! 1 ' { \ �T D \ / ` l , / S ONE TRENCH 13. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS �r I \ X I I \ I R�I ) S I ` / �t \BO'.TOM:316.20 ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. 48 rein. \ _ W J J \ N VVV G\ 1 Q 1 y / INV: 16.70 \ X ,Q / Q� �, \ 1 ' TOP: 17.20 THAN AS DEPICTED ON THIS \ Ix A_ / 14. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENTLEDGE \ R=55.00 / ' \ ` '� 5 Q� \ t5 I I ' / GRAD :317.90 min. PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE \ / \ \ / ,�OQ � F s'° I / / ( ) DESIGN ENGINEER IMMEDIATELY. `' TlT"� \\ L=119.41 // \ /SO \� S� \.\- 1 '� \ I t1. 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE \ Tan=104. 0 / 7' C� • \ /,V TP AS SOON AS POSSIBLE. TYPICAL 4' WIDE LEACHING TRENCH \ \ �_ ,, ,, °,,z� » ,/ „O \`? �7� oo' ,, _ is 12 t_FN "\ yr - - - -T1517�J R0 '. D-BOX NOT TO SCALE \ \ �- I L`'r Z� I >J ' �3'-� 1 - J - INV �IN): 316.43 16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE \ \ S,6g S=10.5% 1 1 RUNOFF AWAY FROM THE SEPTIC SYSTEM. \ / ��1 `Q \ 90 ^� \ 2 00- 2 I I { r _ _ _ �- I 1 INV I'(OUT): 316.26 17. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE \ \ + 41 .80 \ Cn� / )S, \ \ p11 S0 1 { � � I 1 1 BEEN PLACED AND COMPACTED. TP - 225A / \ \ p \ I F� ' G R _ 79L 4 ! 18. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE Depth Description Notes \ v _ _ CrI \ %� \ �� S��' o N� 326'8 q t\ P P EXCAVATION FOR THE TRENCHES. " i N 0"-8 Topsoil (1 4' Leaf Liner) ` 1 M N) yQ�s FD� S N t w i U j d I'r� S r� ; 1 8 I 4" PVC 3�S �R•g/ ! { I t= j I tl i S=9.63% 19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO 8"i30" Reddish Brown Medium Sandy Loam l / °� tee . 0' /V „� 1 THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH 30 -46 Reddish Brown Sandy Loam I ; FF• 3 � { M� C Ld �II I, I� i DEPARTMENT. w/ Gray Mottles Lot #6 C� T 28 M ti ' 4 I 11 T 01,, WWWLIj 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR 46 -55 Somewhat Compact Yellowish I I MCA TI , {I .0 Gf , A y� 3�1S 6 �� nd ' SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. DIOWII r Ine Panay Loam - ' - 1 V/ v0� 10 +vW� ` ` �� r 1 i ✓ e- Li' \ SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. » » Moderately Compact Glacial Till 1 0' CLBeP , \ �2' 33' 320S o 41� i I , f I� co 1 \ 3a -46 I 21. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM �� 2 I ° OF 18 TO MOTTLING AND 48 TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR EASEMENT i I SILT FENCE / 0 2s I c� i O I I I LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. DT Ledge ND I I I ( TYP. ` , I 7S I �p�s O- 1 ' I / DT Water: ND I ( } I \` I � TP 9 1 '� 22. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. DT Mottling. 30" 20' STREET TREE 00 fi {i , /N�� _ 9 // N „ nT D I.- e4" r A C�rA ArnIT II I r n � inn \ IM /i � 1 � � �_ 18�, T '� '� � P 12 � � � i �_ _ ,� I I 64 LF 12 U I IwULa. tD I vu" 1 L J LJ �� tHJCIVItIV I Iiv r KvvK \ I OG ;� - I { pR \ I 1 I ` I( I I / CONC. GALLERIES TP - 29A OF THE TOWN OF \ L� I I • �{ { `�� 1 3c�p� o'p p \ i I I I� �I I BOTTOM:315.71 REFERENCE NOTE: Depth Description Notes \ �- 100 i I \ S'1 2� (�Q \ I I I I { r I INV: 316.26 BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS 0-6 Topsoil (1"-2" Leaf Litter) Restrictive at 20' SOUTH WI N DSOR 1 100 i �6 { \ k 4 k�� ` � O I I 1 I { �{ TOP:316.71.26 ENTITLED "VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT 6"-22" Reddish Brown Sandy Loam { O I , J , \ �� 0\ S. I I� I I { { `{ GRADE: 317.21(min.) PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11. 22"-70" Somewhat Compact Reddish Brown { v) i 5 I rn -- ENV. 7.001 Fine Sandy Loam with Gray & TP - II { { { { " \ S TH RODE T �I I TP1161 SELECT FILL: Orange Mottles & Small Cobbles 223 p Notes I { . { � ■� I { \ EN \1 1 1 I f l De th Description i I ' ■ { 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. DT Ledge: ND 0-5" Topsoil/Litter I I I I I 9 \ \ \ �� I 10 ' 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE » „ I I \ "I RETAINED ON THE f4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). DT Water: ND 5 -56 Reddish Compact Gravelly Med Sand 1 I �' ��I Ac. \ 26 0. 1 3. THE MATERIAL THAT PASSES THE 1�4 SIEVE IS THEN REWEIGHED AND THE SIEVE DT Mottlin 22" 56"-6.5' Bone COm act Tili -�^ANALYSIS RESTARTED. 9 Y P I I = { _M ��- I ° ? » / \ 1 / / { I i ` I 11 IIao� a! 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: DT ROOtS: 22" I -•� / I I SIEVE SIZE: % PASSING: DT Ledge: ND I I N 8 /114 4 2 E / I / { I 1 1 I �� 67 � TP - 224 DT Water: ND ENS \ \ I `l' oOBI00/d0 �7 F 10o Notes \ I I � � �•� 70 - ,00 Depth Description DT Mottling: 16" I, I { \ 10 - 50 (SEE NOTE BELOW) 0-3" Topsoil/Litter DT Roots: #10000 0 - s 54" 3"-21" Drk Red/Brn Loose Till LEGEND NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO 21 -41 Gravelly Med Sand TP - 29 SEPTIC SYSTEM DESIGN 0 IRON PIN TO BE SET NO DOES NOT EXCEED 10% AND THE 1200 SIEVE DOES NOT R THAN 75% IF 'WE PERCENT PASSING THE �EXCE00 ED 5X 41"-5.5' Compact Fine-Med Sand w/ Gravel TP - 161 o MONUMENT TO BE SET Depth Description Notes Depth Description Notes NO. BEDROOMS = 5 - -300- - EXISTING CONTOUR THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING DT Ledge: ND 0-3" Topsoil Restrictive @ 14" 0-3" Topsoil/Litter Topographical low spot NO. LARGE CAPACITY TUB/JACUZZI = 0 300 PROPOSED CONTOUR 'SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL » » » » » TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING DT Water: ND 3 -14 Compact Sandy Loam 3 -20 Coarse Sand Mottling @ 28 faint orange in reddish sand 100 - 200 GAL.- = 0 >200 GAL. = 0 SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. „ „ „ » X 2$7.3 PROPOSED SPOT GRADE DT Mottlina: 21 14 -33 Very Compact Sandv Loam 20*"-5' Compact Medium Sand Mottling @ 53 gray and distinct REOUIRED TANK CAPACITY = 1500 (,'Al c I -r P17NIrr- �- JI 1-1 1 1-1 V VL- DT Roots: 38" 33"-8' Medium Sand DT Ledge: ND PERC RATE = 10.1-20 MIN/IN 287.3 EXISTING SPOT GRADE -10 ` REQUIRED LEACHING AREA = 1050 SF -F- PROPOSED FND. DRAIN Min. 6" Cover Note: Mottling bands @ 21"-23" & 41"-46" DT Water: ND USE SYSTEM WITH EFF. AREA = 5.9 SF LF 3.OS.F. LF 6" PVC SDR-35 Typical System select Fill Mat. DT Ledge: ND DT Mottling: 28" & 53" PROVIDE 2 SETS OF GALLERIES C� 64 LF EACH / (S=0.5% MIN.) Top of DT Water: ND PROVIDE: 2 TRENCHES EACH @ 64 LF EACH -G- PROPOSED GAS SERVICE embankment TP - 225 DT Mottling: ND � Depth Description Notes TOTAL LEACHING AREA PROVIDED = 1139 S.F. -W- PROPOSED WATER SERVICE _.' ' '• Original Grade 0-5°° Topsoil/Litter TP - 30 TP - 163 SURFACE DRAINAGE Original Grade -�� 5"-23" Drk Red/Brn Loose Till Depth Description Notes Depth Description Notes M.L.S.S. FLOW DIRECTION 18" Minimum 23"-50" Gravelly Med Sand 0-5" Topsoil 0-3" TopsoilAitter HYDRAULIC FACTOR(HF)=34 4' Minimum 3 -12 Brown Sandy Loam APPLICANT: �_ c7 rnmmnn FIN 50"-69" Till 5"-26" Compact Coarse Sandy Loam 19"-94" Rnnev C:mmnnct (:nnrse Rnnd (DEPTH=18"-22"/SLOPE=6.1-8.0%) Maximum Groundwater (Shall be select 69"-75" Heavily Mottled Fine Silty Sand & Gravel 26"-7' Tight Medium Sandy Loam v- �' "-� -�- -v v- M Elevation material If designated 75"-7.5' Compact Fine Silty Sand 24"-6' Till CSGg FACTOR (FF)=2.5 JACQUES CONSTRUCTION, LLC Ledgerock as reserve area 6 7 RIDGE ROAD DT Ledge: ND DT Ledge: NO DT Ledge: ND PERCOLATION FACTOR (PF)=1.5 SOUTH WI N DSOR, CT 06074 DT Water: ND DT Water: ND DT Water: ND (PERC. RATE = 10.1-20 MIN/IN) MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER DT Mottling: 23" DT Mottling: 23" DT Mottling: 19" TEL (860) 432-1823 AND EXTENT OF FILL. DT Roots: 40" M.L,S.S.=HF X FF X PF N.T.S. 42 X 2.5 X 1.5 = 127.5 LF x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 Tel. 860.291 8755 � FD)MD ��j EMF PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE Fax 860.291 •8757 IjVULr_U-1d v LC, INFORMATION. VERIFIED PRIORNG UTILITIES TO CONSTRUCTION. SURVEY CONFORMS TO STATE OF THORIZONTTAL ACDCURACY CLASSY THE EA-2UANDSVER11CAL ACCURACY SOCIATION OF LAND CLASS T-2URVEYORS, INC. THIS 20 GRAPHIC S 20 40 CALE esign _ L��C�Q�� pL�� VINTAGE HILLS' ESTATES; LLC 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. rQfEiSSI®nals 'ne■ BY A LICENSED LAND SURVEYOR PRIOR TO -- ----- --- __ CONSTRUCTION. ( N ) �I civil en ineers • lanners • ' DESIGN.-JAS DRAWN• RAM JA CHECKED: GBS LOT *5 a U NA`It°UI E'S WAY g p surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11/22/03 REVISE SEPTIC LAYOUT MHA 12882 1 inch = 20 ft. 0 landscape architects gis gps JOB NO.: 1430 IDATE.• 10/,31/03 �T+it T[Tt ,�•s 1T IMPRESSION SEAL AND ORIGINAL SIGNATURE ay'®�1J t>'u7i ��y tU®��ili�� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWWNG NO.: 1jobq 1430 /at /Ens 1430-5